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544 NE 93 StPermit Type (circle): Building Tenant/Lessee Name 2 ( _— Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION MAY 2 1 2004 FBC 2001 a _ Permit No. Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 6,2E5 , Skee,b l 62,1„ 1 (;k Phone # 30 7S 7 79 Owner's Address - ..5 4 ✓) Q q ST City M1 20—.; shnr 'J State 4-f Zip 3 a ' 3 53 Phone # Job Address (whets the work is being done) , '{ 11 e 7 b City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO >( Zip 33/39 Contractor's Company Name � A�.( / (t' Ss 4i GavdoWS Phone # (;05) g- j /�/ Contractor's Address 19,0 Gl/�5 O 4 City Akoa State AZ Q Z � iip 3g1/ij Qualifier /O/ CTl/ eiP/�e� CC 7 /B5' a2 g, ?4/ Architect/Engineer's Name (if applicable) ,qe,�f ?17QQ 5//4yggiQ //24 Phone # (7, 1) 9Y,? -3f 3 $ Value of Work For this Permit 1 7€. t2 • ov Square Footage Of Work: 355 / Type of Work: ['Addition ❑Alteration 'zee X Repair/Replace ❑ Demolition Describe Work: /`f"e,,(QL� /`�jej7 //,L/ee �,l�,L�'j />f g6.5 -S za.1/ Total Fee Now Due $ ®, l 0 (Continued on opposite side) Submittal Fee Si c �` ,&t,- ti Permit Fee $ ■(210 — CCF $ - / CO /CC Notary $ C j' Training/Education Fee $ it L e Technology Fee $ Scanning $ J..5"— Radon $ Zoning --, Bond $ Code Enforcement $ Structural Plan Review. $ 'C „y - C�� ;♦ 510 41/4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) A/ A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500 the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoing in trument was acknowledged before me this day of 200 , by C e- n c lG who is personally known to me or who has produced FL) D • L Chc 12/15/03 NO Sign: Print: PUB Attk Owner or Agent APPLICATION APPROVED BY: As identification and who did take an oath. o Rosa I. Palacios �; , Commission # DD080001 c =: a� Expires Dec 28, 2005 n ff . '7 oF F� e Bonded Thru 1 o I G 1.1 C� v� „ % %%% At Bonding Co., Inc. The foregoing instrument was acknowledged before me this 5 44 day of 1 , KQe e re,:.-' who is personally known to me or who has produced as identification and who did take an oath. NOTARY PC Sign: 7-v ),..tt Print: , UScJ T . My Commission Expires: MAY 2 6 200k op'.1,0„ Rosa I. Palacios ' Commission # DD080001 a= Expires Dec. 28, 2005 �1 �pf��%` Beaded rote '' ;,11 Atlantic Bonding Co., Inc. or3 6 My Commission Expires: l A l a * * * * * * * * * * * * * * * * * * * * * * * * ** ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: 6 • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "640" Aluminum Casement Window APPROVAI, DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 12/17/02 with revision on 3/17/03, signed and sealed by Lucas Turner, PE., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA ccnsists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 1224.02 Expiration Date: May 22, 2008 Approval Date: May 22, 2003 Page 1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WI AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16' LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300-94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI - DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. FOR "XX" CONFIGURATIONS SEE SHEET 4. F. FOR i-44 "XOX' & "0" CONFIGURATIONS SEE SHEET 5. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: HEAD & SILL: MAX. 4' FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3' APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13' SPACING (2) ANCHORS 3' APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582 & FTL -3587. 1070 TECHNOLOGY OMIT NO><OM4S, FL 54275 P.O. OOX 1529 P COMS, FL 34274 } x } 0 } x 0 CONFIGURATIONS OPTIONS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT INNER LAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Visibly Better } x } 0 x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES 5/16" LAMINATED GLAZING DETAIL 7/16' LAMINATED GLAZING DETAIL • NOTES AND GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT a"r"■b«. 1 ,". rMeer CA-740 I NTS I 1 11 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2-3 .DESIGN PRESSURE TABLES 4 -7 SECTIONS 8 CORNER CONSTRUCTION 9 EXTRUSION PROFILES 9-10 PARTS LIST 10 ANCHORAGE 11 1/8" HEAT STRENGTHENED GLASS .650 NOM. GLASS BITE 3/16" HEAT STRENGTHENED GLASS .650 NOM. GLASS BITE 70454 Approved at complying wkb the Florida Bldd1a Cu e Date 05 12. 03 NOAH ' - Miami Dade Product Cw Di '7/2I/o Lucas A Tumer, P.E. PF H58201 Mechanical ANCHOR F 1 LOCATION ., I TYP. CENTERLINE 4 1111 112 "J \ f ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) 3 MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID-SPAN ANCHOR DETAIL TYP. (2) � l 13" MAX. O.C. 4" MAX. 1. 4" L- howl Hr try ww"iwa F.K. 3.7113 I A REVISE ANCHORAGE Amor I Is Ostw — 0.1r, lbolsisser DRIOND Dow F.K. 12/17172 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 37' MAX VENT TYP. ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53' MAX. DAYLIGHT OPENING i ,. I . 1 13" MAX. O.C. — 60" MAX. FIXED SEE MID -SPAN ANCHOR DETAIL / 7YP. (2) T 4" MAX. 13" MAX. O.C. 30" MAX. DAYLIGHT OPENING X 0 30' MAX. -- DAYLIGHT OPENING A ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 5-7 FOR PRESSURES) . 1070 TECHNOLOGY DRIVE NOKOM19, Fi 34275 P.O. 114 1539 1O19& 71 34274 Vitt* Better �T- 4' MAX. 4" MAX. ---I L I 141/2' MAX. O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 4 FOR PRESSURES) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT 1 T ./ I ----1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) "XX' & "XOX" ELEVATIONS MIK c.4.7=9 I NTS 2 w 1 f 74" MAX. WIDTH MAX. DAYLIGHT OPENING ALUMINUM CASEMENT WINDOW, IMPACT 7045-8 56° MAX. DAYLIGHT OPENING 63" MAX. HEIGHT Approved . «r<Ft7l gwit%dm -Florida Date NOAH Maori Dade Product CeH1n1 5 Lucas A. Tuner. P.E. PE 955201 Mechanical SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 4" MAX. 1 141/2" 4" MAX.-1 I MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 4 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL SHT.2 �. TYP. (2) 13" MAX. O.C. Ned k Daisc a.ie.. F. 3/17/01 A growl M dor Oman F.K 12/17/12 32" MAX. WIDTH 25" MAX. DAYLIGHT OPE ING 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY A.Mwia anisbor 65" MAX. DAYLIGHT OPENING 72" MAX. HEIGHT 4" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13' MAX. O.C. 4" MAX. L- I 4` MAX. REVISE ANCHORAGE 0rc 37" MAX. WIDTH 30' MAX. DAYLIGHT OPENING 56" MAX. DAYLIGHT OPENING I 141/2" 4" I- — MAX. O.C. ELEVATION "D" - 63" HIGH "X' (SEE SHEET 4 FOR PRESSURES) 9T MAX. WIDTH 30" MAX. 53` MAX. DAYLIGHT DAYLIGHT OPENING OPENING 1070 TECHNOLOGY OWE NOKOMIS` R. 34275 P.O. BOX 1329 NO110493. PL 34274 63" MAX. HEIGHT 1 -- -- -13" MAX. O.C. VWb1y Buser 56" MAX. DAYLIGHT OPENING 63" HEI 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR 1 56" MAX. DETAIL I DAYLIGHT SHT. 2 / OPENING TYP. (4) �► — x - 13" MAX. O.C. 4" M . AX. ELEVATION "E" - 63" HIGH "0" (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) HT SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) 37' MAX. VENT - 60" MAX. FIXED ELEVATION "F" - 63" HIGH "XO" &'OX" UNEQUAL LITE (SEE SHEETS 6-7 FOR PRESSURES) "X", "O " "XO" & "OX" ELEVATIONS r- ALUMINUM CASEMENT WINDOW, IMPACT — a rr aw,w"rr — CA N TS 3 r 11 I 7045 -8 A 63" MAX. HEIGHT Append - eospylef with tk Date NORM Miami ade Product Comrol g sies'�it 37-2.//a3 Lucas A Tumor, P.E. PE 7058201 MuduNcal COMPARATIVE ANALYSIS TABLE 1. (BASED ON 1/4" TAPCONS OR #14 SCREWS "X" WINDOWS GLAZING OPTIONS: A. 5/16" LAMI 1/8 "A,.090,1 /8 "HS' BEIGE T 48.000 , WIDTH 19.125 A 24.000 26.500 30.000 34.000 37.000 B A B A B B A B A B A B B 26.00 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 .0 70.0 0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 A.". qc 004 t1.rb+y. Ma F.K. 12/17/12 31.000 -90.0 70.0 -90.0 - 90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70:0 70.0 36.000 -90.0 ' 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -87.4 -90.0 .-81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.6 70.0 -90.0 70.0 -71.1 70.0 -90.0 70.0 -65.5 70.0 -75.0 70.0 -60.4 70.0 -75:0 67.9 -59.0 70.0, -75.0 l• 13•11c R«.t7. taa "versa F.K 3/17/03 A REVISE TABLES 1 ARO 3. GLASS TYPEA 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.8 70.0 -90.0 70.0 -68.4 70.0 -90.0 70.0 -81.8 70.0 -90.0 65.5 -57.5 70.0 -75.0 1070 7ECIWOLOOYORIVE NORMS. FL 34275 P..a130X NOKOMI13. FL 34274 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -90.0 68.4 -63.9 70.0 -90.0 61.8 -58.9 70.0 -90.0 57.5 -54.9 70.0 -75.0 70.0 -75.0 70.0 -75.0 60.4 - 54.3 54.3 -51.1 59.0 -52.8 52.8 -49.9 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 70.0 70.0 63.9 70.0 58.9 70.0 54.9 70.0 51.1 70.0 49.9 70.0 -90.0 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 -56.1 Vtrlbly Better r B. 51T6" LAMI (1/8 "HS,.090,1 /8 "HS) 5� 70.0 -90.0 70.0 -72.4 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 60.0 -58.5 70.0 -90.0 56.1 -53.8 -51.8 -75.0 -47.9 -75.0 -46.4 -75.0 51.8 -48.6 46.4 -43.5 47.9 ' .8 70.0 -75.0 70.0 -75.0 60.000 70.0 -90.0 70.0 70.0 -90.0 70.0 -89.6 70.0 -90.0 70.0 -69.9 70.0 -90.0 58.5 -56.2 70.0 -90.0 53.8 -50.4 7 -90.0 48.6 ' 5.2 70.0 75.0 44.8 2.2 70.0 - • 5.0 43.5 1.1 70.0 -7 L. GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /18 "HS) ALL 'X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" 70.0 70.0 69.9 70.0 56.2 70.0 50.4 70.0 45.2 70.0 42.2 70.0 41.1 70.0 63.000 -90.0 70.0 -90.0 -86.3 -90.0 -67.8 TEST REPORTS: F FTL -3587 (N) 0" WIDE x 72.000" HIGH 90.0I 70.0 -90.0 -53.4 -90.0 -47.7 -90.0 -42.4 -75.0 -39.7 -75.0 -38.6 -75.0 70.0 70.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.6 70.0 66.000 -90.0 70.0 -90.0 -84.2 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 I TABLE 2.(BASED ON /4" TAPCONS OR #14 SCREWS: "X" WINDOWS 6 70.0 70.0 70.0 66.2 70.0 51.3 70.0 45.6 70.0 COMPARATIVE ANALYSIS TABLE 3.(BASED ON•1 /4" TAPCONS OR #14 SCREWS GLAZING OPTION: A. 5116" LAMI (118 "A,.090,1 /8 "HS) HEIGHT "XX" WINDOWS TEST REPORTS: FTL -3582 36.000 38.375 43.000 NEG POS NEGIPOS NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 WIDTH 37.000 A 43.000 48:000 53.125 57.000 60.000 64.000 68.000 72.000 74.000 A A A A A A A A A 26.000 NEG POS -75.0 70.0 48.000 1 50.625 54.000 NEG POS NEC POSINEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 _ _ 31.000 NEG POS -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 :70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 _ -67.9 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -65.5 70.0 -60.4 67.9 -59.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 60.4 59.0 -75.0 -75.0 -75.0 -74.4 -68.4 -61.8 -57.5 -54.3 -52.8 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 52.8 -75.0 -75.0 -75.0 -69.6 -63.9 -58.9 -54.9 -51.1 -49.9 70.0 70.0 70.0 69.6 63.9 58.9 54.9 51.1 49.9 _ -75.0 -75.0 -75.0 -65.2 -60.0 -56.1 -51.8 -47.9 -46.4 70.0 70.0 70.0 65.2 60.0 56.1 51.8 47.9 46.4 57.000 NEG POS -75.0 70.0 -75.0 -75.0 -72.1 -63.0 -58.5 -53.8 -48.6 -44.8 -43.5 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 43.5 60.000 „ NEG POS -75.0 70.0 -75.0 -75.0 -69.5 -60.8 -56.2 -50.4 -452 -42.2 -41.1 70.0 70.0 69.5 60.8 56.2 45.2 42.2 63.000 -75.0 70.0 -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 -42.4 -39.7 70.0 70.0 67.5 58 0 53.4 47.7 42.4 39.7 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS: "XX" WINDOWS TEST REPORT: FTL-3582 ALL "XX" SIZES UP 'TO 74.000" WIDE x 63.000" HIGH 1-75.01 70.0 TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS: "XX" WINDOWS TEST REPORT: FTL-3580 ALL "XX" SIZES UP TO 74.000" WIDE x 83.000" HIGH 1-90.01 70.0 NOTE: IF USING 3/16' TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XX" WINDOWS IS LIMITED TO 46.7 P.S.F PRESSURES- X & XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT aftarre C4-740 TEST REPORTS: FTL-3582, FTL-3587 69.000 -83.2 -90.0 -65.0 -49.8 -90.0 -43.9 -87.8 65.0 70:0 49.8 70.0 43.9 70.0 72.000 -90.0 70.0 -90.0 : 81.7 -63.7 -90.0 -48.3 -42.2 -84.4 70.0 70.0 70.0 63.7 70.0 48.3 70.0 42.2 70.0 NOTE: "X"-WINDOWS VVIDERTHAN 32' AVAILABLE AT MAX. HEIGHT OF 63" ONLY. IF USING 3/16' TAPCONS OR #12 SCREWS DESIGN PRESSURE IS LIMITED TO 53.4 P.S.F Approved at eemplytas with the Date NOM Mta e Product Castro, PE nem Mechanical COMPARATIVE ANALYSIS TABLE 6 I I- 1 • - • "O" "XOX" WIDTH WIDTH 36.000 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 72.000 74.000 79.000 84.000 90.000 96.000 101.000 108.375 108.000 111.000 114.000 117.000 120.000 B A B C A B , -75.0 C -90.0 -75.0 -75.0 -90.0 70.0 -90.0 70.0 A B C A 26.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -90.0 -75.0 8� -75.0 C -90.0 A -75.0 B '-75.0 C A B C A B C A A 8 C A 8 C A B C A B _C _ -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.2 -75.0 -90.0 -72.9 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0, 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31. NEG, -75.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -90.0 -85.0 -75.0 -90.0 -60.8 -75.0 -90.0 -58.7 -75.0 -90.0 -582 -75.0 -90.0 -57.1 -75.0 -90.0 -58.2 -75.0 -90.0 -55.0 =75.0 -90.0 -53.4 -75.0 -90.0 BASED ON 1/4" TAPCONS OR #14 SCREWS' "0" & "1/4-112-1/4 XOX" WINDOWS 'EST REPORTS: FTL -3580 FTL -3582 iff:14.111K1+Ti /E:18:f -1 :1E- ti[:yitlddii►E-11:6' erada0=.1 f' 7ir ;WW 000 POS, 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 55.1 70.0 85.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 58.2 70.0 70.0 57.1 70.0 70.0 58.2 70.0 70.0 55.0 70.0 70.0 53.4 70.0 70.0 38.000 NEG -75.0 -75.0 -90.0 -73.7 -75.0 -90.0 -67.8 -75.0 -90.0 -62.4 -75.0 -90.0 -58.0 -75.0 -90.0 -54.3 -75.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -44.8 -75.0 -90.0 -43.4 -75.0 -90.0 -42.2 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 67.8 70.0 70.0 82.4 70.0 70.0 58.0 70.0 , 70.0 54:.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 48.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 42.2 70.0 70.0 38.375 NEG -70.4 -75.0 -90.0 -87.9 -75.0 -90.0 -82.1 -75.0 -90.0 -58.4 -75.0 -90.0 -54.6 -75.0 -90.0 -51.1 -75.0 -90.0 -48.3 -75.0 -90.0 -45.4 -75.0 -90.0 -44.5 -75.0 -90.0 -43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 67.9 70.0 70.0 82.1 70.0 70.0 58.4, 70.0 70.0 54.6 70.0 70.0 51 :1• 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 70.0 43.000 NEG -60.4 -75.0 -90.0 -59.0 -75.0 -90.0 -55.7 -75.0 -90.0 -63.3 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 -52.7 -75.0 -90.0 -50.0 -75.0 -88.6 -49.1 -75.0 -88.9 -47.5 -75.0 -84.3 -46.2 -75.0 -81.8 -44.8 -75.0 -79.4 -43.5 -75.0 -77.1 POST -54.3_54.3 60.4 70.0 70.0 59.0 70.0 70.0 55.7 70.0 70.0 63.3 70.0 70.0 59.3 70.0 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 46.2 70.0. 70.0 44.8 70.0 70.0 43.5 70.0 70.0 48.000 NEG POS -48.7 48.7 -48.9 48.9 -75.0 70.0 -90.0 70.0 -52.8 52.8 -75.0 70.0 -90.0 70.0 -90.0 70.0 -49.8 '49.8 -46.9 46.9 -75.0 70.0 -75.0 70.0 - 58.4 56.4 -75.0 70.0 -90.0 70.0 -53.6 53.8 -75.0 70.0 -75.0 70.0 -70.7 70.0 '-41.3 41.3 -75.0 70.0 -69.0 69.0 -40.4 40.4 -75.0 70.0 -67.3 67.3 50.625 NEG POS -51.1 51.1 -75.0 70.0 -90.0 70.0 -49.9 49.9. -75.0 70.0 -53.4 53.4 -75.0 70.0 -90.0 70.0 -50.9 50.9 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -88.2 70.0 -51.4 51.4 -48.6 48.8 -75.0 70.0 -75.0 70.0 -86.0 70.0 -80.9 70.0 -75.0 70.0 -75.0 70.0 -81.2 '70.0 -75.7 70.0 -46.1 46.1 -44.2 44.2 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.1 70.0 -43.9 43.9 -42.2 42.2 -75.0 70.0 -75.0 70.0 -72.5 70.0 -68.4, 68.4 -42.5 42.5 -41.2 41.2 -75.0 70.0 -68.7 66.7 -40.2 40.2 -75.0 70.0 -64.9 64.9 -39.2 39.2 -75.0 70.0 -63.3 63.3 54.000 -43.5 43.5 -75.0 70.0 -90.0 70.0 -46.4 46.4 -75.0 70.0 -90.0 70.0 -50.0 50.0 -75.0 70.0 -47.5 47.5 -75.0 70.0 -81.8 70.0 -45.3 45.3 -75.0 70.0 -75.0 70.0 -75.0 70.0 -42.2 42.2 -75.0 70.0 -41.9 41.9 -75.0 70.0 -40.8 40.8 -75.0 70.0 -63.6 63.6 -39.8 39.8 -75.0 70.0 -61.8 61.8 -38.7 38.7 -75.0 70.0 -60.4 60.4 -37.6 37.6 -75.0 70.0 57.000 -44.8 -75.0 -43.5 -75.0 -90.0 .41.1 -75.0 -90.0 -46.9 -75.0 -84.5 -44.7 -75.0 -76.9 -42.5 -75.0 -70.7 -41.3 -75.0 -40.1 -75.0 -39.8 -75.0 -39.1 -75.0 -60.1 -38.5 -75.0 -58.7 -37.6 -75.0 -57.3 -73.3 POS 44.8 43.5 70.0 70.0 70.0 46.9 70.0 44.7 70.0 42.5 70.0 70.0 41.3 70.0 40.1 70.0 39.8 70.0 61.8 39.1 70.0 38.5 58.7 37.6 70.0 57.3 36.7 70.0 55.9 60.000 NEG -42.2, -75.0 ,-90.0 -41.1 -75.0 -90.0 -38.6 -87.4 -44.3 -75.0 -79.7 -42.1 -75.0 -72.4 -40.4 -75.0 -39.2 -75.0 -63.5 -38.0 -75.0 -60.0 -37.6 -75.0 -59.1 -37.2 -74.3 -57.5 -36.7 -73.3 -55.9 -36.1 -72.2 -54.5 -35.5 -71.0 -53.0 POS 42.2 70.0 70.0 41.1 70.0 38.6 70.0 70.0 44.3 70.0 42.1 70.0 70.0 70.0 ,67.3 39.2 70.0 63 5 38.0 70.0 37.6 70.0 59.1 37.2 70.0 57.5 36.7 70.0 55.9 36.1 70.0 35.5 70.0 53.0 63.000 NEG -39.7 -75.0 -90.0 -38.6 ,-75.0 -90.0 -75.0 -41.9 -75.0 -75.6 -39.7 -69.2 -38.4 -75.0 -37.1 -74.3 -60.5 -72.4 -57.3 -35.9 -71.8 -56.4 -70.8 -34.8 -53.2 -34.2 -68.4 -51.6 -33.7 -67.4 -50.0 POS 39.7 70.0 70.0 38.6 70.0 70.0 36.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 38.4 70.0 37.1 70.0 60.5 36.2 70.0 57.3 35.9 70.0 56.4 35.4 70.0 54.8 34.8 69.6 53.2 34.2 68.4 33.7 67.4 50 0 TEST REPORT: FTL-3580 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) Ali:"0" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH 1-90.01 70.0 4 1 2 0 NOTE IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "X0r WINDOWS IS LIMITED TO 41.3 P.S.F. Approved ea esteplitag with the De hte Date ZZ Mewl Dade Product Coen* awed IT Llisom Or F.K. ore rierc Deft Fistiolaw REVISE TABLE 6, GLASS TYPES A C 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 NOKOMIS. FL 34274 ,T_ Visibly Bette1 Onglibm PRESSURES- 0 & 1/4-1/2-1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT lkftalgrkt Lucas A. Turner, P.E. PE e58201 Mechanical "XO" OR "OX" 6'1/3 - 573 -1/3 XOX" WINDOWS FTL -3582 TEST REPORT: COMPARATIVE ANALYSIS TABLE 8. BASED ON 1/4' TAPCONS OR *14 SCREWS EIGHT NEG POS NEG SOS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 38.375 I 38.000 NEG POS NEG POS NEG POS -75.0 70.0 -75.0 70.0 "XO" "xox• WIDTH WIDTH 37.000 55.500 A 48.000 49.333 53.126 56.000 60.000 64.000 67.333 70.917 72.000 74.000 72.000 74.000 79.888 84.000 90.000 98.000 101.000 108.375 108.000 111.000- A A A A A A A A 28.000 -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -76.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -70.4 70:0 -67.9_ 70.0 70.0 70.0 70.0 79.0 70.0 70.0 70.0 70.0 67.9 -75.0 70.0 -75.0 70.0 -75.0 70.0 43.000 "____48 000 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -66.4 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 -68.4 70.0 -61.8 86.4 -58.2 -60.4 60.4 -54.3 -61.8 61.8. -55.1 -59.0 59.0 -52.8 70.0 68.4 61.8 58.2 55.1 54.3 52.8 50.625 ' 54.000 -75.0 -75.0 -75.0 -71.9 -63.9 -58.9 -55.8 -51.9 -51.1 -49.9 70.0 70.0 70.0 70.0 63.9 58.9 55.8 51.9 51.1 49.9 -75.0 70.0 -75.0 -75.0 -75.0 -87.7 -60.0 -58.1 -52.8 -48.9 -47.9 -46.4 70.0 70.0 70.0 87.7 60.0 58.1 52.6 48.9 47.9 46.4 57.000 -75.0 70.0 -75.0 -75.0 -72.1 -64.9 -58.6 -53.8 -49.4 -45.8 -44.8 -43.5 70.0 70.0 70.0 64.9 58.5 53.8 49.4 45.8 44.8 43.5 60.000 -75.0 70.0 -75.0 -75.0 -69.5 -82.7 -582 - 50.4 -45.9 -42.8 -422 -41.1 70.0 70.0 69.5 82.7 58.2 50.4 45.9 42.8 42.2 41.1 63.000 -75.0 70.0 -75.0 -75.0 -67.5 -60.4 -53.4 -47.7 -43.1 -40.3 -39.7 - 38.6 70.0 70.0 87.5 60.4 53.4 47.7 43.1 40.3 39.7 38.6 , TABLE 9. (BASED ON 1/4" TAPCONS OR *14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: B. 5/16" LAMI (1/8 "HS,.090,1/8 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000' WIDE x 63.000' HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -75.0( 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR *14 SCREWS) "XO• or "OX• & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/18" LAMI (3/16 "A,.09O,3 /16 "HS) ALL "XO' OR "OX" SIZES UP TO 74.000" WIDE x 63.000' HIGH AND ALL '1/3-1/3-1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. 1 3 X 1 1 3 3 0 X X O O X 3/2//x'3 Semi .r1 Rowans F.K. 3/17N3 A REVISE TABLE 8, GLASS TYPE A �.s a.: Reddmc WMO Sy: Mix *Kim Oren IT OwU: amigo,ar Ors 1 F.K. 12/17/02 1070 TECFMOLOQY DRIVE NOKOWS. FL 34278 P.O. BQX Id1O I OKO (is. FL 34274 �T - Visibly Better PRESSURES- XO, OX, & 1/3-1/3-1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT ~ C4 0 NTS 1 8 w 11 � 7045 -8 I A Luce A Tumor. P.E. PE 058201 Mechanical COMPARATIVE ANALYSIS TABLE 11.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS =Imp ry AII: re11 .1y11 • IF-liNvivioirl7,10yi :Il►_ cdii►i:1i:1. 05:1- if[•1i1vgi Iu I(:1Y:Fir*Teiza se/fN il MU 19E7 f[•�ii . • "XOX" WIDTH VENT WIDTH FIXED WIDTH 43.000 48.000 50.625 54.000 57.000 60.000 63.000 28.000 36.000 38.375 e � Ural L JL J e IJ IZ111110 ULU y alq J lag WA Ilag LIM ILO LEO A -75.0 115.892 32.000 51.892 B -75.0 C -90.0 70.0 70.0 70.0 -49.9 -75.0 -90.0 49.9 70.0 70.0 -46.8 -75.0 -90.0 46.8 70.0 70.0 -51.3 -75.0 . - 90.0 51.3 '70.0 70.0 -47.4 -75.0 -78.6 47.4 70.0 70.0 -45.5 75.0 -73.2 45.5 70.0 70.0 -42.7 -75.0 -68.3 42.7 70.0 68.3 -40.7 -75.0 -64.8 40.7 70.0 64.8 -38.6 -75.0 -61.4 38.6 70.0 61.4 -36.6 -73.2 -58.8 36.6 70.0 58.8 UNEQUAL LITES TEST REPORTS: FTL -3580 FTL -3582 X 0 X UNEQUAL LITES A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 -60.6 60.6 - 58.1 58.1 - 56.1 56.1 •53.3 53.3 -50.5 50.5 69.264 19.125 31.014 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -75.0 70.0 -69.1 69.1 - 63.4 63.4 -56.5 56.5 - 50.4 50.4 -47.5 47.5 - 44.1 44.1 -41.6 41.6 -39.2 39.2 -36.9 36.9 '86.919 24.000 38.919 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 X 0 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 -46.2 46.2 -43.6 43.6 -41.1 41.1 95.973 26.500 42.973 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 UNEQUAL LITES A -75.0 70.0 -53.5 53.5 -50.4 50.4 - 54.5 54.5 -50.7 50.7 -48.2 48.2 - 44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 108.649 30.000 48.649 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.8 70.0 -69.7 69.7 -66.3 66.3 -63.1 63.1 X A -75.0 70.0 -47.3 47.3 -44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 122.000 33.687 54.627 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75:0 70.0 -74.9 70.0 -71.4 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 - 64.7 64.7 -61.0 61.0 -58.4 58.4 -55.7 55.7 A -75.0 70.0 - 46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 123.135 34.000 55.135 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 - 64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 55.2 A -75.0 70.0 -45.5 45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 -41.6 41.6 - 40.2 40.2 -38.7 38.7 -36.9 36.9 -35.0 35.0 126.000 34.791 56.418 8 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 59.2 -56.5 56.5 -53.8 53.8 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 -36.2 36.2 - 34.3 34.3 130.000 35.896 58.209 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3 -60.6 60.6 -57.6 57.6 - 54.7 54.7 -51.9 51.9 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 - 38.8 38.8 -37.6 37.6 -36.1 36.1 - 34.3 34.3 130.378 36.000 58.378 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 -68.5 68.5 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 - 65.1 65.1 -60.5 60.5 -57.4 57.4 - 54.6 54.6 -51.7 51.7 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 37.7 -36.7 36.7 -35.5 35.5 -33.7 33.7 134.000 37.000 60.000 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) GLAZING OPTION: "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) TEST REPORT: FTL -3580 ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND I_90.0 HIGH WITH 37.000" MAX. VENT WIDTH AND 80•000" MAX. FIXED WIDTH 70.0 NOTE: IF USING :3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR 'Or AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. I..a Fx amid Rood DT OM./ lb: FX. 3/17/11 Oar CUM 12/17V2 A Ifternar amid Or REVISE TABLE 11, GLASS TYPES A 3 C 7078 TECQ,.VLOo?OR VE NacCM19, FL 34275 • P.O. BOX 1328 NacC403 FL 34274 Gir Visibly Better • PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT CA-740 l NTS 1 7 11 roar.". 7045 -8 17A Approved as complying w1I Me Ba 4t D"ic ZZ NOMr 1410 de Product cartel BY Luca. A Tumor. P.E. PE 858201 Mu:hookai MAX. HEIGHT (SEE SHTS. 2 & 3) VERTICAL SECTION IPERABLE UNIT MAX VENT DAYLIGHT � — 5 OPENING (SEE SHT. 2) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL SECTION FIXED UNIT REFERENCE 'XO " & "XOX"FRAME ASSEMBLY DETAIL, SHEET 9 MAX. FIXED LITE — DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX MAX. VENT L DAYLIGHT OPENING -1 0 "pi ® (SEE SHT. 2) MAX. WIDTH (SEE HT. 2) G L' HORIZONTAL SECTION - XX L MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 9 REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 9 0 CD Approval as aaplag *kb So Florid Date MOAN Miami Dade Product Goad z 6 1Z- 3Z y0 3 mower F.K ar 0 4' F.K 317103 A ninistar Chariot le Dew 17/17/02 NO CHO THIS SHEET 1070 TECHNOLOGY DRIVE NOKOM4S. a 34275 P.O. BOX 1329 NOKOWS a 34274 P GT Visibly Better SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT a.rssoe am. Iti[ CA-740 8 11 7045 -8 I A Lucas A Tamer. P.E. PE 138201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID-SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN 'O" FRAME - JAMB MAIN FRAME ASSEMBLY DETAIL SASH FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL SASH FRAME SIDE RAIL 1.159" 2.139' (SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 34" 2.854" .062" NOM. 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A 3.544" .062" NOM. .062" NOM. 2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A 2.919" Approved r a.ply'lat wk tie Florida Bold& ede Date Z NOM Wand Dade Produce Caatni 3/"?/lo3 a",n urr F.K q 3,17103 n..er &maw oAr FJC 12/17102 A Ratsine Orehel N REVISED FRAMEASS'Y DETAIL SCREW SPAGa u 1070 TECHNOLOGY OHNE N0107MIS. FL 34275 P.O. 41QX 15211 NOHOW* FL 34274 Vita& Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT } Ca. o I NTS ` 9 w 11 �"-w 7045 -8 ` A nor Luca A. Tumer. P.E. PE 150201 Mechanical ITEM 2 3 4 3 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 43 46 50 5I 52 53 34 55 67 68 69 70 71 72 x"-der F.K. /bowl ay Kr-a DWG # 7002A 1153 7008 7003A 1153 7017 7009 7024 7026 7033 7022 7023 1634 7006 7040 Orr F.K. 12/17102 7004A 7011 7012 7019 7018 POT. # 781PQA 781 PQA 67017K Darr Riarls nc 3/17V3 A NO CHO 7)119 SHEET Mew 10.44s PARTS LIST DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS 48 X I QUAD PH SMS FRAME CORNER KEY 1/PX1/2"Xl/I" CLOSED-CELL FOAM TAPE SASH -TOP, BOTTOM & SIDE RAILS IS X I QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LACK LACK SUPPORT PLATE 410.24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (1111. & L.H.) 7014 1137 78X78PPSMS 88 X .875 PH. PN. SMS 7013 TIE BAR GUIDE 7013 MBAR ASSEMBLY 7028 7027 7030 OPERATOR GASKET 7031 BACKING PLATE MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR 4432 X .375 PH. P14. TYPE B 7032 STUD BRACKET (LIL & R.H.) 7158ZA 48 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP .ON HANDLE 12" HINGE (HEAVY DUTY) 710xI2FP 410 X .300 PH. PHL 7036 GLAZING BEAD (5/16 ") 7042 GLAZING BEAD (7/16 ") 5/16" LAMINATED (1/$A & 1/IHS GLASS) .090 INNER LAYER,- SOLUITA OR DUPONT PVB 5/16" LAMINATED (1/I11S & I/8HS GLASS) 090 INNER LAYER - SOLU TIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3/16115 GLASS) .090 INNER LAYER - SOLIJTIA OR DUPONT PVB 7/16" LAMINATED (3/16HS & 3/16HS GLASS) .090 INNER LAYER - SOLU[IA OR DUPONT PVB 1224 6TP247 VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND 6163K SETTING BLACK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH 1635 61635K SCREEN SPINE - SERRATED 331 60976 CASEMENT SCREEN CLIP 78x I2PSTW/B N8 X .500 SQ. P74. TEK SMS 67004 CASEMENT FRAME ASST. TUBE 7rXIPPT 112 X I" PH. PHIL TER- LOCK SUPPORT PLATE LACK SPACER 711573 SNAP -ON T- HANDLE KNOB 7FLDHD FOLDING HANDLE ITEM 73 74 75 80 81 82 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. Box 1520 NOKOMS F1.34274 DWG # 7025 7016 7005A 1155 7010 7007 706" Visibly Better PGT. # 70834A 781PQA .050" �1 .865" 0 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" ---I .050" 1 .865" 7/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 PARTS LIST CONT. MAXIM SINGLE LOCK .040 " — —I 1 1.000" .423" 1--- 50 CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 SINGLE LACK KEEPER 88 X .750 QUAD PN SMS FIXED WINDOW FRAME - HEAD, SILL & JAMBS It X 1 QUAD PN SMS FIXED FRAME CORNER KEY INSTALL' LA ICN BOLE COVER .125 " --- .062" PARTS LIST & EXTRUSIONS DESCRIPTION 1.124"1--- .093 " 67 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A ALUMINUM CASEMENT WINDOW, IMPACT wrara" law. are. ". C4740 I N T S I 10 . 11 I D.'" 7045-8 993' r"f- - .289 " " .040 83 INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 1 2.701" Approved r complying with the Florida Be in 11 Dote Z NOM Mind Qpde Prod.et CwhM DIr bl�li s By X_ 34.1/03 Luna A Tumor, V.E. PE 158201 Mechanical APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 114" MAX. SHIM - r- '512 OR #14 SCRE � 1 NOTES: 1 112' I_ MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4' MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) II 41 j 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/T THICK 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION•TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEEIEIS BY OTHERS. APPROVED WOOD BUCK 1 1/2' OR MORE THICK (SEE NOTE 2) #12 OR #14 SCREWS 1/4" MAX. SHIM 3/16" OR 1/4' TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 1/2" L. MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK _ MIN. *-- EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4' TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. T� 1 X1111111111 III ..Illglll 1111111. 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2 ".THICK Approved u complying with the Florida Du dIuj ode Date Z NOM MWtpi a Ptoduet Caatra B Div 3 Mall b. F.K. Reverfte Nowa NT Demo 4• F.K. DOW . 3/17/03 OWE 12/17/02 warty": A watabarr U"tiee ty ADDED 114 SCREW OPTION Orr 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BO, f 1629 NOKOMIS FL 34274 BG- Vi,lbb Boner ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT a.ar+eet ee+e rl.e q".eo n.l G1.710 I NTS 11 " 11 7045 -8 I A Lucas A. Tumor. P.E. PE 650201 Mechanical • M I A M I•DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING EST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 5100 NW 72 Ave. Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION:Aluminum_Tube Mullion (No Reinforcement) APPROVAL DOCUMENT: Drawing No.M95 -08A, Sheets 1 through 3 of 3, titled "Aluminum Tube Mullions," prepared, signed and sealed by Humayoun Farooq, P.E., dated 12/11/01, bearing the Miami -Dade County Product Control Renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 99 0104.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 01- 1218.01 Expiration Date: January 2, 2007 Approval Date: January 2002 Page 1 r .i 1•• 0.`J_ �rMC'] fr.I L,3 .•.'y_a MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) '140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION �?' 4 _ MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -290S NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under thc applicable rules and regulations governing thc use of construction matcrials. The documentation submitted has been rcvicwed by Miami -Dadc 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 alter the expiration date stated bclow. The Miami -Dade County Product Control Division (Iri Miami Dade County) and/or the AHJ (in arras othcr than Miami Dadc 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-Dadc County Product Control Division that this product or material fails to meet the requircments of the applicablc building codc. This product is approved as described herein, and has bccn designed to comply with the High Velocity Hurricane Zonc of the Florida Building Codc. DESCRIPTION: SII -701 Aluminum Single Hung Window Impact Resistant APPROVAL DOCUMENT: Drawing No. 4040, titled "Aluminum Singlc Flung Window ", sheets I through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 10/11/01, bearing thc Miami -Dadc County Product Control Revision Stamp with thc Notice of Acceptance number and expiration date by thc 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, statc and following statcment: "Miami -Dadc County Product Control Approved "finless otherwise notcd herein. RENEWAL of this NOA shall be considcrcd after a renewal application has bccn filed and thcrc has been no changc in the applicablc building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after thc expiration date or if thcrc has bccn a rcvision or changc in thc matcrials, use, and/or manufacture of thc product or proccss. Misusc of this NOA as an endorsement of any product, for sales, advcrtising or any othcr purposcs shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: Thc NOA number preceded by thc words Miami -Dade County, Florida, and followcd by the expiration datc may bc displayed in advertising literature. If any portion of the NOA is displayed, then it shall bc done in its entirety. INSPECTION: A copy of this cntirc NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thc job site at the request of the Building Official. This NOA revises NOA # 01- 0629.08 and, consists of this page I as well as approval document mentioned above. The submittcd documentation was revicwcd by Theodore Berman, P.E. NOA No 02- 0702.04 Expiration Date: November 01, 2006 Approval Date: July 16, 2002 Page I DESIGN PRESSURE RATING P.S.F. 5/46 LUNNATCO W ANNEALED CUSS 3/16 LAMINA ICO W/ NeLSIRCNCtHCNCO CUSS WATER AW7LTRAI10N RCOUIR(0 WAI(R RATIL TRAI10N NOT R£OUIR(0 WATER INT21RA1ION RCOINRCD WATER INIILIRATTON Not RCOLRRCO - 50.0 .50.0 - 50.0 .50.0 -60.0 .66.7 -80.0 .80.0 111 i't• Ifru DESCRIPTION V. / OTY. / LOCA TION VENDOR I U ME I V iataLLEDICIIKIMMIll ALUuAx 1 . 1 1 4:1.12 r I1 r. }nFnr liar IJMAx at[17fL714M a*=.^ ZUMINIEM7111 AtimAx MIN I;l(. —Frwar 117AZIA •�TFFF)1 ALUNAX WMF+[ .i slSsf.'7:7r�Gt ∎.j3:0•11t•___1 A YAx Ma P.M/ •EX.7 'L..; 3 COMM uu.x M• PLUME fAla • ll.CFMMIHMIf 11/ ALUUAx 1111♦ tl'i>WI__ _ 9v � 1 AM 1111Wir '� rf7TTIl I .W . • MN F7QRE11!)19 4•.' _____ � 1 . EEC L;atIS SJIi. ti•MaraE)< . :.. ,O,'f�r3F11CL . SW EP CH 1 I1. ream ...d 0 .•001 10P e..l MW WI *I .id1A i7 ). e2') 8 • .625 PHIL fll. N0. )658WW 1 (Soup Latch Sc enJ 1 rh n vein. IRA ILnE1f1Q�7� I it •LI /1311 •tf^.)F.i131I© QI•P O Birl. F1C 'IIAZE'^..,uMATIFMZEMIWiLFII15111/ IIttSTla1S7 ZIE* NFr1ZP1 1 d 1 i7[)f7>lf>�175!^�7 1 rrati • • C • • Z>• F WAN 0.2/11iSILENZLIV lI ELUM EI Fi0I11 V E I I3mS Mm-►>• FIO [�lL�3pfr; LIIE IE1fdTl1> InillL'el!T•. M" i (li7}�F7� '_.L.L•Tfl1. F_`•I f+An.l l r° uCRCI(ANIS TASI(NUI WAX 511NC VENDOR t I - 1 7 36 � I I 8 — A - 0 - 1 I 0l1 IC1.214.Xi AT -1 27J6 04 — 1 76.000 MAX. VINE Slit 50 l /I" , 38 I/4 / I x 1 I-13.000 — .W. 0e. CC.nIe M. NEAR & 541 LARGE MISSLE IMPACT W!NJDW5 1.) GLAZING OPTIONS: A 5/16' (.330) LAMINATED CLASS 5/16 (.350) LAMINATED GLASS heel eleen9lhened /.090 lllm /I /6' heal strengthened) l.) CONTIGURANONS: OX J.) DESIGN PRESSURE RATING: SEC IABLC .) ANCHORS' MAX. 5 J /4' IROM EACH CORNER (HEAD & SU) MAX. 6 ROM EACH CORNER (.MHOS) MAX. SPACING AT HUD & SILL: 13.000 unit. SPACING A7 JAMOS: 13.123 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) RCT(RENCC TEST REPORT. 17( - 1689 53. 175 MAX. ELEVATION 13 l /8" ON CENTER 6" 6" AOi Rolm,' L_ anrk. P.E. P7- .39712 5:..ciural FLAT INDUSTRIES 1070 ICCHNO(OCr ORNC NOXOWIS. 11. 34775 P.O. Box 1529 N000MIS. IL 3127. Reese 67 �. K. Reese .f O. B. O. 0.■.e;N:.. 10/11/0 0.1.: 8/1 8/98 Ce le: 2/9/98 TB. TABLE. Exrn ELEVATION & PARTS LIST 0309 tact AMMO a enables Id 10e 91wW O.MIq C.4 Et/AMO iJi iOZ. O 1.91.1 Dole v O. ara . Co.' 111.1.1.4 11%g PRODUCT nt it WI' �ICF.R.Y. Kf.N+ of` btNRAT1t i OATT. AI0e1•.10 7 n. I.I. . HA1 (1LX I1fVlIfON mf1711NO COOF. v..... `�- _' -.i ALUMINUM SINGLE HUNG WINDOW .P +. /.•..d: Seem sb... a.... N.. SN -701 NT$ 1 •r 4 1010 6 ^� II' -719 STAVE _ T1751-Viii; n 76.000 0 — INACTIVE .655 J EXTERIOR or° C c 2.7e. 2.78+ RO'CI:CNCC IC57 1ICPOR1: !lt - 1889 ROUGH OPENING .500 .3..500 DAYt 1GHt OPENING ACTIVE 2.130 f 34.500 OArLscHr OPENING INTERIOR VERTICAL SECTION C �2 Ap/k/f7 -HDllcn L. Clark. P.E. PE 139712 S7nlruual 5.3.125 49.625 DAYLIGHT OPENING HORIZONTAL SECTION PST INDUSTRIES 1070 TECHNOLOGY ORNE 1IOROW/S. ft 34273 I.O., 00X 1 319 NOxO/nS. It 34274 R...1 0r: r.K. 0.... 0, 0.8. D. ...yl:..l SECTIONS 1:11.: Se.v ./11.1.0 5H - 701 PRODUCT RIMMED U WOK A96.., M r . N -0 02.04 L.1LeT Deft Taut C«Ini 0.1.: R..... 10/11/0 TO. ►MOLL EXTR. 1 0. 1.: R..:.:...c 8/18/98 0.1.• 2/9/98 S.w S...1: NTS 2 4 0......, N.. 7RODUCT REICVMD . A /T. D �" xclT.r.1r,F.1. ^yip.+ -- ^�� vr10u '�� 11M1777'I cn•+�Jrt *' nRm7nlm OOD6 ALUMINUM SINGLE 1-IUNG WINDOW 4040 jrL I 2.784 Y � .737 73 7 .705 0 ALUM. 6063 -T5 11;;T 1.403 ® ALUM. 6063 -T5 1.165 �-- 1.348 .678 .050 . 4 13 --1 �- .062 ALUM. 6063 -T5 2.029 REFERENCE TEST REPORT: FTL -1889 . 655 �°-- 2.784 ---01 O ALUM. 6063 -15 _{ 1.057 I I .062 --- F .— 2.274 ---�. .062T 1.707 1.187 ® ALUM. 6063-15 ALUM. 6063 -T5 f I 2.330 1 2.710 -.4 1.123 T+- O ALUM. 606J -15 2.325 1.969 .062 --I 1.350 1 © ALUM. 5063 -T5 l c. 1.45 - .490 It 1 1 .062 1.523 - .11.023 .062 ALUM. 6063 -15 Robert L Clark. P.E. PE 939712 Structural INDUSTRIES 1070 rCCNNOIOGY ORA( RpIOMO.f. 11 34273 P.O. BOX 1379 N01(OWS. tt 34774 1/8" ANNEALED OR HEAT STRENTHENEO CLASS .090 INTERLAYER SAFLEX BY SOLUTIA OR DUPONT PVB 9...• Br F.K. Nrn1 9 D. d 5/16" LAMINATED GLAZING DETAILS PRODUCT REVIEW cliessepWla w Ibriis AoseplamoNeDif Deft oer9 DIvbies 14 f" fn1�1 Cwlnit 0.1.: R.......• 10 /11 /0 Ta rneLE. fxrn. 8%I8/98 1/2" NOM. CLASS BITE 1/8" ANNEALED 017 HEAT STRENGTHENED GLASS C..F"JI)1JC Fc:;;YS'irivl M[T.•T. ..1 Nr� O .O :i0 :::A::: Y nArt Vadael m _ S.ii't�4 ..ol' R.l1.r11A1:ri.l< 0.... B7: D.1.: D.B. 2/9J98 D...ry11..: EXTRUSIONS & GLAZING OPTIONS ALUMINUM SINGLE HUNG WINDOW T.d.. /�NJ; Sate L.rl: 0...01• N.. SH -701 NTS 3 •1 4 4040 B TYP. SUS TYP. HUD REFERENCE TEST REPORT: F71.-1889 'R YP. HEAP TYP SILK Ruben L. Clark. P.E. YE 139712 ---SvlWUaa lye. JAMB P.O. 8O7 1329 NOKOYIS, EL J4724 F t INDUSTRIES 1070 TECHNOLOGY OR% 440H0445. n J4275 R.. F. K. a.r a■... R7 0.8. car. IfOOCt 8ZV15 JI gs •�hj. O wY%1M nr. ANe - . 04 a Yt 10 /I /0 Vivos 2/9/98 O<I SIIR I:ew: ANCHORAGE MAX. • 4 ) IloTI/Q 1 wl Re.lew+ T8. F ABLE. Exrm. TYP. JAMo it h 1Vi./1,Ii . nAr. / 51 1♦ 1 .rA i . n•h ALUMINUM SINGLE HUNG WINDOW 34414e/..d.1: Seale: !Not: 0....11 n.. SH - 70I NTS 4 0 4 4040 w W00 DUCK • 4.000 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 I ..-- 2.000 --i TYPICAL WINDOW FRAME MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR 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 OESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS STEP 6 ON SHEET 2. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 3.000 2.000 TYPICAL GLAZING PRODUCT 1 X 2 X 1/8" ALUM TUBE 1 X 3 X 1/1 0 x 1/6" ALUM TUBE 1 X 4 X 1/16 X 5/32" EALUM TUBE Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 DEC 1 2 2001 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD, AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CONDI11ONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS TO BE ALLOY 6063 -T5. PRODUCT RENEWED ACCEPTANCE No. 0/ -1 2 /8. 0 EXPIRATION DATE Vcuy 2 , 2 007 BY PRODUCT CONTROL DIVLSION . BUILDING CODE COMPLIANCE OFFICE 0 N _ c 0 a 0 0 Q) a) 0 0 ( z 0 J W 0) ■ 0 N W cr 0 0 r c < o W z vi co z 0 J J 0 < .0 drawing no. M95 —O8A • a N —I I LL J 0 a 4 -I m J La N � N W La .al /8" ..ALUM. 'TUBE 5 .1O STBEL '.01)2 B -3/8" MIL tPLN III EEL 30 40 SO 6B 70 80 TRIBUTARY WIOTII - INCHES ANCHORS TYPE A.B. OR Cl GLAZING PROOUCT ti VERTICAL MUWON GLAZING PRODUCT W TRIBUTARY WIDTH = w1 + W2 2 ANCHORS TYPE A.B, OR C ANCHORS • A,B, OR C W2 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN HORIZONTAL MUWON ANCHORS A.8. OR C r-4 H iwiii 11111v•■■ ZUZIMMOL 10��1 ■■1111■E■ LIM NUM ,WPM 1 ►M■ ■ IE11 01I■■ ■111E1■ ■, ■.■i ■■ I =MN ■■\ ►\ ■1►`111■ ■ ■■► M■M11\I11\3i1111111■■ MIME Mai MKS NM .N■ ■∎! Ir- -■■ MEN 1161111111161M111■15111 Man IMI111■1116 B - /'" MUL 2P I I 1 "..3" . 4 Ul. TUBE NO ST0 . ms - ®11 >9 m 19 •■ T9 Ln TYPICAL MULLION ARRANGEMENTS 39 40 20 66 7E 8E1 TRIBUTARY WIDTH - INCHE5 ANCHOR LOAD CHART 1•1111111N1111111 ■� ■��[��I IMMINIIONIUMNIMEN MEMEMBillania 111•1111MILVIIIMIIIMS 1111911E11111111101•111 IIMMEMPAIIMMI I►\\\■LIK41■ \ \ MEW 11111511111■111 InniSMINIMMESI 1 " At. W TLBE NO STC; _ ms-®5&2 T'7 CV rti 19 ANCHORS TYPE A ACCT -6aC cn • Ik 0- I 0' • Cb ` \■lingE■■.111■ ■■ • ►\\ \�■111111■■■ ■ •■ 1111►�11E ° Ia■■■■i■■ 1 \'�\M7■►111 I ■■ �i��nil n ,F,TT,1 , ,„ ,,„,, p. r an i 20 30 40 SZ 50 70 80 TRIBUTARY WIDTH - INCHES 20 30 40 GO 60 7B 00 TRIBUTARY WIDTH - INC-11E2 b C — 4 m fL L�. a. Q m o� J Z t9 H (n W 0 61 FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3. 2'x4•x1/8" ALUM. TUBE ;.I NAM'- . ta ...%::-..• C: �M111M n N ■1", ■„■,R■■■ ■I ■n11►v■111■11111■111111 Cj ■,■1351■►■■► ' ►v■►VM I MENEM R' °. MIMI a 0 m �.■,IE„ ■�■■■, cp ■►v ■\ ■\ ■ ■�.7■■ 0 is l '" C, ►1■ \ ■11\■\ ■■■ \.1 U b ,IUMEMKOM IEMME ■.■,■■.ua■ e■11111■■►11■1�■ MIIIIMMIMIMINMEINIE 1111■U■ ■111■•111M'■ -, ifIPMEMINEMEMMEI. ANC4-1017 LOAD CHART 20 30 40 S0 60 70 80 TRIBUTARY WIDTH - INCHES \I ANCHORS TYPE 8 R EGT -8 20 3B 40 50 60 70 80 TRIBUTARY WIDTH - INCHES Engr: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE ft 16557 DEC 1 2 2001 >9 - U). m M 0 (9 I � Z H N m 1 ANCHORS TYPE C IKC7 -C 20 ■ ■1.,,■IL'■I■ ■■ 111\11 \1■►1■.1111■11211■■ .", ■.•1111111E111M1■ 1111\ \ ■\\ ■ `� ■■ 1\ \■►\�.�■ ■►I■ ■„M.EMMINWI■■ 1■,■111..' ■.� ■■ ►1■\\REEM■ ■E MIRMENESEMEIMME ■ ■ ■■..■E■.`'■ ■■■■■ME MINI\ 2 "x6 "x1 /8" ALUM. TLBE NO CTCCL 02xL 20 30 40 S0 60 70 B0 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART 63 „r . 30 40 50 GO 70 TRIBUTARY WIDTH - INCHES PRODUCT RENEWED ACCEPTANCE No. O I - I 7153.01 EXPIRATION DATE T.A ( 07 2 2 BY 7Ft ODUC.T CONTROL D!VTB JN BUILDING CODE OOMPLIANCE OFFICE 0 Z CO V rn CO E U N Q' E - cD 04 0 Ocx o- a � 1 O (^ n U 41 .— 0 O Z r7 Z 0 > g (n C° O N Q (x 3J3 w w (^ h� Z N Q • d' w 3 ( 0 •> g 0 co m 0 0 W F C 0 0 C1 a .0 0 a, 1 drawing no. M95 -08A1 sheet 2 of 3 1 MUWON 2 X 2 X 1/8" ALUM ANGLE 0 0 u # 14 S.M.S. 2/ ANGLE 2 X 2 X 1/r ALUM ANGLE MUWON 2 X 2 X 1/8' ALUM ANGLE 2 -5/8" LONG ANCHORS TYPE 'A' L-- hnn►n►•mc►na. III (111%1111:11\1 , a , G 4 ° 4 ° ,4 # 14 S.M.S. 1 -1/2" MIN. EMBED INTO WOOD 1/ ANGLE 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM ° °' 3/16 DIA. TAPCON PRECAST CONC. - - , MIN. EMBED SILL 1/ ANGLE 2 X 2 X 1/8" ALUM ANGLE # i4 S.M.S. 2/ ANGLE 1.625 718 "°'I H.125 TYP. —1.141 3.000 - MULLION CLIP (ALT. TO ANGLES) THIS CLIP TO FLOAT INSIDE MULLION (NO SIDE FASTENERS RECD.) Engr: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 DEC 1 2 2001 0 0 0 ANCHORS TYPE 'C' J '11111111.1n �mnmmnu►an�u►�a , 1 MUWON 2 X 2 X 1/8" ALUM ANGLE # 1 S.M S. 3/ ANGLE MULLION 1 2 X 2 X 1/8" ALUM ANGLE 3 -5/8" LONG WOOD BUCKS NOT BY TRACO SECURITY MUST SUSTAIN LOADS IMPOSED. PRODUCT RENEWED ACCEPTANCE No. O( - (Z( 8 c I PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE EXPIRATION DAT , Cf :. NOTCH WOOD BUCK 1 d4)j i 2 ao TO ACCOMODATE o rn CLIP ANGLE TO MASONRY O a N P }- N do = O Occ R' ae BY . •4/4" 0 TAPCON - 1 -1/4" MIN. EMBED ,2/ ANGLE ° CONCRETE OR CONC. FILLED BLOCKS °d • L zn w• a N. z ' � oo .(c N In 0 w c3 o Z L crs 1.0 r � Z O J J J W 0] 1- J I 0 v z al 0 rn z 0 J - 0 u, . c 0 L. 0 .a� 0 0 c I 0 1:1 1 • 0 c D t V I drawing no. 1 M95 -08A sheet 3 of 3 j CITIZENS PROPERTY INSURANCE CORPORATION FLORIDA BUILDING CODE SHUTTER Mf IGATION VERIFICATION AFFIDAVIT y Apptirromt'(y: � (2 � � � � �' C Policy No: Pr+pperly s c i q / . 93 f s Zvi i Sh s Date laetta9ed: 6 1 16 , 6L1 A. Specify the type of protection Installed: Class A (Hurricane Protection) exirrior wal and roof openings in buildings (doors, windows, skylights end vents, other than roof ridge, gable, soffit and plumbing vents) mist be (bay protected with impact resistant coverings (e.g. shutters), Impact rssidant doors, endfor impel raiment gluing that meat the requirements of one of the tolowtng: cbeet tae: ❑ SSTD 12 ASTM E 1886 end ASIM 8 1996 (Missile Level C — 91b) Mierv-Dede PA 201. 202, gild 813 ❑ Florida Budding Cods TAS 201, 202, and 203 Class 8 (Basic Impact) • AO exterior well and roof openings in buildings (doors, windows, skylights and vents, other than roof midge, im pact � do a r knp ( ed that meat the requirements A 888 and ASTM E 1998 (Miele Level t3 — 4.5 W)- • glazed open (windows, skylights, eliding glass doors, doors with windows, etc.) must be protected Milt shutter devices or wood structural panels that have the following characteristics. s Comgamd storm pawls mode of Steel, Aluminise, or Polyasbonate in which individual ponds we no wirier than 14 and hone a non irnl grotto of 2 or greater. b. Rol-Up shiners with alanirurn ebb. e- Accordion si wit+ alnrernsn atmmb. d. Commies Of Bahama shutters wiw all the 'plowing featue% ('bevy gauge mete herpes, IL Estrudsd alaninum slab that are anchored to bath aides of eme frame, or acttd MOW bedding stets in lie behkmd slats. m;a structural Wipes, and • iv. A mechanism to look sham dosed during a atom. e , Wood Samara] Panels — Plywood or Ogg (oriented *and board) with a minimum direness of The inch and maim= panel span d 8 feet. Panda moat be preout to Inver Ito {mod openings with saes pent ha-Minim - provided. Pamela must t be taloned a000rding to the Florid* Building Code Table 1& $.1.4 than 130 mph, attachments design (hind s be designed to ts 130 mph or less. For loodions with design vAnd resist component and cladding loads BC. speed Up to two small windows (each 4 square feat or leas) may be protected with polycarbonate flat panels used SS a COWL CI7' -2fi (07l2004) t of 2 Asses d L! S88Sn 'ON /t S:9l '1S /8y: 9l 1733E 81 Si1'V (G3M) V30.2 ANN 3Gd0 WOdd (1TIZENS PROPERTY INSURANCE CORPORATION FLORIDA BUILDING CODE SHUTTER WTIOATION VERIFICATION AFFIDAVIT B. Certify the typo of protection Installed: I hereby certify that I sore (CHECK ❑'s Sues of Florida registered Architect or ❑ an Englifee . proficient in structural design, or Florida Code 011kbsl (who is duly authoftzed by the State of Florida or Its county's munIdpeitles. buiIdir g code oanp ); and that Shutters, on the buiid ng unk at the edcbeee indicated above comply with: K ettles A OR 0 Clasen Hurricane Neon dCw+pry Ott This Arlon* and rho Int meteor set forth In it are provided solely for the purpose of verifying that certain structural or physical charade risim exist at the Location Adn see Isted above and for the purpose' of pemitling the Named Insured to receive a property Insurance premium dacotrtt on insurance provided by ClIttens Property Insurance Corporation end for no caw purpose. The undersigned does not min a heath or Welty cW7iceliort or warranty, express or Implied, cf any kind, and nothing in this Atfidevft steal be construed b Impose on the undersigned or on any entity to *doh the urdscargned is adored any lability or obligation of any nature to the named insured orb any otter person cr entity. NOTICE TO APPUCANTI: V unable b obtain the appropriate eigrietwe(s) above, you must ettsch doeumentedon inswing runadiance star ere Specified Type or Protection triune d in Section A of tat fern. C. AN Applicants: To receive the premium credit being applied for, please read and sign the ceRfAcation below. CERfIFICA11ON OF APPUCANT 3 72 --cam. ii0 Drx)n. Lo 'i6 I hereby oardfy and agree to the blowing: (1) The property fisted above has been flied with Warn Protective Devices which protect all openings in accordance with the requirements shed in Section A of Ells affidavit, (3) 1 agree to doss and secure the devices in the event of e tropical storm or hurricane warning. (3) in the event that 1 caned ire/ tall or secure such devices myself, I have or will arrange for someone else to assume that duty. SigrtatuTa of AppMaant(e): Dale: CItteens reserves the right to confirm al information contained in auto form via a survey of the risk. "My parson who lasosshrpdy and with latent to la** defined, or detain any beam AIss a statement of easier or an eppttenti.n eeedalleYq eery Adak incomplato, a arlal.sdssp Istticswratio,. Y guilt/ of a fialony of the third dogma' CIT -26 (09/2004) 0 2 d2 paps £ d ££LL£88££9 '4N/££:91 '1S /£t':91 ti00Z 81 Dal {03rD b'38A8 Nd;'d 30U0 WGi3 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPL1ni TION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 1 Date._._ ' , 19 Owner's Name and Address J( IT N A. L— No . S Street N. ------ - ? 3 ' 72'2' Jr" Registered Architect and /or Engineer Name and address of licensed contractor c . - /4- © & n-`� N /72 £S C. 1.7 @, Location and legal dsscription of lot to be b It on: Lot__. Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) STATE OF FLORIDA, COUNTY OF DADE. ss. peared Chairman _ Member Member . . Council Approved Building Insp ctor and for no other purpose. New Building Remodeling ,_- __ ____ Addition Repairs No. of Stories To be constructed cf Kind of foundation Roo Covering Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required _ _ .Plan Cubage_ _- Distance to next nearest building _ _ ________Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be Performed under this permit; and will post or cause to be posted for in ection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub ntractors, on work to be perforprgd under this permit, as are licensed by Miami Shores Village. Remarks -- -- -- ---- — (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No C' 7 .._ Date �_ _ �_�_ Read, Sworn to and Subscribed before me. Disapproved Notary Public, State of Florida ( Signed) My Commission Expires_ ANNING BOARD__ __ . DATE Member Member Member — �____ Date Disapproved to me well known, Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Boarc.. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. METROPOLITAN DADE COUNTY BUILDING AND ZONING BUILDING PERMIT APPLICATION FOLIO NUMBER: APPLICANT FILL INSIDE HEAVY LINES OWNER John Y�a_.1 TEL NO MAIL ADDRESS 5144 N I1E. 93rd St. BUILDING CONT ale O gron Mfg. Co. ?RC MAIL ADDRESS 671 Pest 18thSt. Hia. ARCHITECT ENGINEER LEGAL DESCRIPTION OF JOB: SUBDIVISION OR METES & BOUNDS SEC. STREET ADDRESS OF JOB LOT SIZE SURVEY ATTACHED? PRESENT USE (VACANT, 02 NO. OF BUILDINGS AND USE OF EACH.) WITNESS (CLERK) 123.03 -11 one family residence I HEREBY MAKE APPLICATION F(R PERMIT TO ERECT L ALTER [ DEMOLISH[ REPAIR{C] REMOVE , ,REMODEL A l STORY RESIDENTIAL [S COMMERCIAL[ ] 1NDUST. STRUCTURE W Rh CBS FRAME [ OTHER CONSTRUCTION FOR THE FOLLOWING SPECIFIC USE AND OCCUPANCY replace 23 windows Additional items shown on the plans and covered by this permit: WALL 1 FENCE [ ] PAVING SCR. ENCL. L POOL [ NO. OF NO. OF NO. OF HOTEL LIVING UNITS BEDRO('MS STORE UNITS PERMIT NO WATER CO. SEWAGE CO. NAME OR NAME OR WELL SEPTIC TANK 1 UNDERSTAND THAT SEPA.IATE PERMITS MUST BE OBTAINED FOR THE FOLLOWING ITEMS, UNLESS SPECIFICALLY COX ERED BY THIS PERMIT: ELECTRICAL, PLUMBING, SEPTIC TANK, WELL, HEATER, AIR COND TIONING, SOAKAGE PITS, BOILERS, SIGNS, ELEVATORS, FENCE, SCREEN ENCLOSURES, WAL_, PAVING AND POOL; AND THAT IN SIGNING THIS APPLICATION, I AM RESPONSIBLE FOR ' HE SUPERVISION �}AND 9 COMPLETION r,QO1�F,p�THE CONSTRUCTION IN ERALR ST AND COUNTY LAWS APPLICABLE-1.a 1 A V ;, O111r11j.E yNTJi .D CZ..) (Signature of Contractor (Qu' afier) or I wne ilder On lIV li CONDITIONS UNDER WHICH APPROVED LOT NO. BLOCK NO P.B. & PAGE NO. SOAKAGE PIT ` ] OTHERS yl DATE •CCEPTED: LOT STAKED? PROCESS NO. TWP. RGE. Pres ADD ] INSPECTOR'S COPY APPLICANT CLASSIFICATION QUALIFIED TO DO THIS WORK YES ❑ NO ❑ RED CARD ELEV. SURV. DRAINAGE PLAN MIN. FL. ELEV. REQ'D_Y_N_REQ'D_Y_N_CHECKED (PROJ.)_Y_N_ABOVE FL. CR_ YELLOW NUMBER CONCRETE CARD Y N TESTS REQUIRED GREEN WELDING ENG. PILE DRIV. CARD_Y_N_ INSPECTOR_ Y_N_SUPER._Y_N_SUPER._Y_N_OTHER GROUP AND TYPE DIVISION CONST SHOP DWGS. SEAL REQUIRED Y_N REQD. —Y_N_ LOT % COVER. OCCUPANCY PERMIT FEE TOTAL AMOUNT DUE ISSUED BY: PERMIT NO. FOR OFFICE USE ONLY CUBIC CONTENT THIS PERMIT INCLUDES: ESTIMATED VALUE SQUARE FEET FEE PRINC. BLDG L $ $ ACCESSORY BLDG LJ SCR'N ENCL [ 1 WALL U FENCE Li POOL [ PAVING SOAKAGE PIT L OTHER Windows 11.50 w TOTAL BLD'G. $ c 0 VALUE & FEES D CUBE ZONE REQUIRED 0 $ 11.50 OFFICIAL HWY. WIDTH cp z DEDICATED WIDTH o LOT DIMENS LOT AREA DEED REST'R & RESOLUTIONS CHECKED Y N PROOF OF OWNERSHIP CHECKED BY VIOLAT IONS CHECK: CHECKED BY DATE CONTR. CERT. NUMBER CLASS CHECKED BY DATE: ADMINISTRATION APPROVED DATE DISAPPROVED DATE FOR PLANS PROCESSOR NOTES (ATTACH "HOLD" CARD) ZONING STRUCTURAL PLUMBING ELECTRICAL MECHANICAL _ INSPECTION RECORD REQUIRED INSPECTIONS INSPECTOR'S NAME Date Approved Date Disapproved –— wawa FOUNDATION SLAB FRAMING LATHING & FIREWALL TIE BEAM OR LINTEL ROOF FRAMING METAL ROOF FINAL BUILDING FINAL I -OOd I BOTTOM SLAB & SIDES REMARKS BEAMS, DECK SLAB LIST HERE: REASONS FOR ALL DISAPPROVALS, DATE & TYPE OF ALL NOTICES LEFT, ALL VERBAL INSTRUCTIONS TO CONTRACTOR AND ANY OTHER INFORMATION PERTINENT TO THE INSPECTION OF THIS JOB. FINAL 1 'OSIW WALL FINAL SCREEN ENCL. FINAL CANOPY AWN. FINAL SOAKAGE PIT FINAL MOVING FOUND. WALL MOVING FINAL DEMOLITION METROPOLITAN DADE COUNTY BUILDING AND ZONING BUILDING PERMIT APPLICATION FOLIO NUMBER: APPLICANT FILL INSIDE HEAVY LINES OWNER John Y�a_.1 TEL NO MAIL ADDRESS 5144 N I1E. 93rd St. BUILDING CONT ale O gron Mfg. Co. ?RC MAIL ADDRESS 671 Pest 18thSt. Hia. ARCHITECT ENGINEER LEGAL DESCRIPTION OF JOB: SUBDIVISION OR METES & BOUNDS SEC. STREET ADDRESS OF JOB LOT SIZE SURVEY ATTACHED? PRESENT USE (VACANT, 02 NO. OF BUILDINGS AND USE OF EACH.) WITNESS (CLERK) 123.03 -11 one family residence I HEREBY MAKE APPLICATION F(R PERMIT TO ERECT L ALTER [ DEMOLISH[ REPAIR{C] REMOVE , ,REMODEL A l STORY RESIDENTIAL [S COMMERCIAL[ ] 1NDUST. STRUCTURE W Rh CBS FRAME [ OTHER CONSTRUCTION FOR THE FOLLOWING SPECIFIC USE AND OCCUPANCY replace 23 windows Additional items shown on the plans and covered by this permit: WALL 1 FENCE [ ] PAVING SCR. ENCL. L POOL [ NO. OF NO. OF NO. OF HOTEL LIVING UNITS BEDRO('MS STORE UNITS PERMIT NO WATER CO. SEWAGE CO. NAME OR NAME OR WELL SEPTIC TANK 1 UNDERSTAND THAT SEPA.IATE PERMITS MUST BE OBTAINED FOR THE FOLLOWING ITEMS, UNLESS SPECIFICALLY COX ERED BY THIS PERMIT: ELECTRICAL, PLUMBING, SEPTIC TANK, WELL, HEATER, AIR COND TIONING, SOAKAGE PITS, BOILERS, SIGNS, ELEVATORS, FENCE, SCREEN ENCLOSURES, WAL_, PAVING AND POOL; AND THAT IN SIGNING THIS APPLICATION, I AM RESPONSIBLE FOR ' HE SUPERVISION �}AND 9 COMPLETION r,QO1�F,p�THE CONSTRUCTION IN ERALR ST AND COUNTY LAWS APPLICABLE-1.a 1 A V ;, O111r11j.E yNTJi .D CZ..) (Signature of Contractor (Qu' afier) or I wne ilder On lIV li CONDITIONS UNDER WHICH APPROVED LOT NO. BLOCK NO P.B. & PAGE NO. SOAKAGE PIT ` ] OTHERS yl DATE •CCEPTED: LOT STAKED? PROCESS NO. TWP. RGE. Pres ADD ] INSPECTOR'S COPY APPLICANT CLASSIFICATION QUALIFIED TO DO THIS WORK YES ❑ NO ❑ RED CARD ELEV. SURV. DRAINAGE PLAN MIN. FL. ELEV. REQ'D_Y_N_REQ'D_Y_N_CHECKED (PROJ.)_Y_N_ABOVE FL. CR_ YELLOW NUMBER CONCRETE CARD Y N TESTS REQUIRED GREEN WELDING ENG. PILE DRIV. CARD_Y_N_ INSPECTOR_ Y_N_SUPER._Y_N_SUPER._Y_N_OTHER GROUP AND TYPE DIVISION CONST SHOP DWGS. SEAL REQUIRED Y_N REQD. —Y_N_ LOT % COVER. OCCUPANCY PERMIT FEE TOTAL AMOUNT DUE ISSUED BY: PERMIT NO. FOR OFFICE USE ONLY CUBIC CONTENT THIS PERMIT INCLUDES: ESTIMATED VALUE SQUARE FEET FEE PRINC. BLDG L $ $ ACCESSORY BLDG LJ SCR'N ENCL [ 1 WALL U FENCE Li POOL [ PAVING SOAKAGE PIT L OTHER Windows 11.50 w TOTAL BLD'G. $ c 0 VALUE & FEES D CUBE ZONE REQUIRED 0 $ 11.50 OFFICIAL HWY. WIDTH cp z DEDICATED WIDTH o LOT DIMENS LOT AREA DEED REST'R & RESOLUTIONS CHECKED Y N PROOF OF OWNERSHIP CHECKED BY VIOLAT IONS CHECK: CHECKED BY DATE CONTR. CERT. NUMBER CLASS CHECKED BY DATE: ADMINISTRATION l:(:, i MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buil ing Inspection Request Date . I CO Type Insp'n Permit No. E POS -54 Name 2.C,Cn 1C —k Address 544 ME q T" Company WV Phone # Inspection Date Approved Re- Insp'n Fee c1-7 e_,( MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Uli l at Type Insp'n I► GL cloors put Permit Noir Z005 - 54 Name (M O`(� UM& L Address i qt. Company (�.1ti►l OlbS Phone # ��� k 210 -otM 11?03 75s -77e to Inspection Date Gotlact OS Re- Insp'n Fee ' f ercie, . PIC ( He: wcilvd< hypo- g9 h i 6m,, 5b 4G. CALL go Tl�• Vv BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle). $ Value of Work For this Perm' Total Fee Now Due g (Continued or opposite side' Owner's Name (Fee Simple Titleholder) Owner's Address Sy N E 7 City M‘ / i } State Tenant/Lessee Name State Certificate or Registration No. Type of Work: ['Addition ['Alteration Describe Work: " < *7; Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Address (where the work is being done) sYti KiE City Miami Shores Village Is Building Historically Designated YES NO ras, Permit No. .6 Ras L i Master Permit No. Electrical Plumbing Mechanical 7 Roofing € CT- '`� c�✓"c Phone # 30,5 75 r 1] 7 5 1- Zip Phone # 3.3131 County Miami -Dade Zip Contractor's Company Name Y .-"r` 1 1 1 g Q S J Al Ai :?r);.AL Phone # 3u, 3 2 z ") i Contractor's Address "v , -; 1 `t 'C 0=62-- ST" -t' O'l City \, , pl-- k- State P ( Zip 3,3 o 1'1. Qualifier , ?,i/ c � -e- Ka ❑New Certificate of Competency No. Square Footage Of Work: Architect/Engineer's Name (if applicable) Phone # cyft Repa' /Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $�S(�) - (.4 Permit Fee $ 1 ^^ CCF $ l CO /CC Notary $ T J r— Training /Education Fee $ 0 60 Technology Fee $ 3, Scanning $ Radon $ Zoning — Bond $ Code Enforcement $ — Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and anspe on ee will be charged. Signature Owner or Agent vinia�wi The foregoing i9strument was acknowledged before me t is 1 ` • The foregoing instrument was acknowledged before me this fot day of p f4 , 20 , by ST �i' CL 1 1 1 , day of A f I , 20Or� , by i�tw �t i: who is person . y own to me or who has prod ced who i personally knowrI to me or who has produced * * * * * * * ** NOTARY Sign: Print: My Com • ission Exp * * * * * * * * * * * * * * * * * ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 As identification and who did take an oath. nn • I , Aosa t. Palacius �' = ' "P % on # DD080001 STS •R.". i'°Y1rCS Dec � ?.OQS My Commission Expires: ° * O Bonded BO riuu F t :* pt1ani1C Ad1ng CO..IIIG NOTARY P uti aS4 i as identification and who did take an oath. * * * * * * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** Pi J j Plans Examiner Engineer Zoning n 29 04 02:37p bi N N P Yamill Glass 8. Windows 305 826 2629 lot4v4us? 19 k u e „%Sbx: /fbF f avaND A761041; 5‘4/ ivy , vs; °- w th • • - oy�s f iv/2c.¢ P x LI $ I ii!) SR of S Hs va p.4 GUUddttAJ1 MIAMI.DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing thc usc of construction materials. The documentation submitted has been reviewed by Miami -Dadc County Product Control Division and accepted by thc Board of Rulcs and Appeals (BORA) to be uscd in Miami Dadc County and othcr arcas where allowed by thc Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. Thc Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in arcas othcr than Miami Dadc County) rcscrvc thc right to have this product or_matcrial tested for quality assurance purposes. If this product or matcrial fails to perform in the accepted manncr, the manufacturer will incur thc expense of such tcsting and the AHJ may immediately revoke, modify, or suspend thc 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 matcrial fails to meet thc requirements of the applicablc building codc. This product is approved as described herein, and has been designed to comply with thc High Velocity I Iurricanc Zone of the Florida Building Codc. DESCRIPTION: Series SWD -101 Outswing Aluminum French Door - Impact APPROVAL DOCUMENT: Drawing No. 971, titicd "French Door -X, XX ", shccts 1 through 4 of 4, prcparcd, signed and scaled by Robcrt L.Clark, P.E., dated 4/13/01, bearing thc Miami -Dadc County Product Control Revision Stamp with thc Notice of Acceptance number and expiration datc by thc Miami-Dadc County Product Control Division. MISSILE IMPACT RATING: Largc and Small Missilc Impact LABELING: Each unit shall bear a permanent label with thc manufacturer's name or logo, city, statc and following statement: "Miami -Dade County Product Control Approved"; unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has bccn filed and there has bccn no change in thc applicablc building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after thc expiration datc or if there has bccn a rcvision or change in thc materials, usc, and/or manufacturc of the product or proccss. Misuse of this NOA as an endorsement of any product, for sales, advertising or any othcr purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall bc cause for termination and removal of NOA. ADVERTISEMENT: Thc NOA numbcr prcccdcd by thc words Miami-Dadc County, Florida, and followed by thc expiration datc may bc displaycd in advertising literature. If any portion of the NOA is displaycd, then it shall bc done in its entirety. INSPECTION: A copy of this cntirc NOA shall be provided to thc user by thc manufacturer or its distributors and shall bc available for inspection at the job sitc at thc request of thc Building Official. This NOA revises NOA # 01- 0417.04 and, consists of this pagc 1 as wcll as approval documcnt mcntioncd abovc. The submitted documentation was rcvicwcd by Theodore Berman, P.E. NOA No 02- 0701.12 Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page 1 7 1/2" --- 95.750 7 1/2" ---I 37.500 '' 13" MAX. ON CENTER TYP. HEAD et SILL 7 1/2" 5 1/2" - r 13.5" 13.5" f TYP. MAX. 5 1/2' SEALANT ON FRAME CORNERS k PANEL CORNERS 7 1/2" 95.750 1/A.K. \ 2 POINT LOCK OPTION 7 1/2' _I 1--- 13" -- MAX. ON CENTER TYP. HEAD et SILL l XX 71.750 / 7 1/2" ---I - - 71/2" 5 1/2" - r 13.5" 13.5" TYP. MAX. 5 1/2" 1 SEALANT ON FRAME CORNERS d< PANEL CORNERS LARGE MISSLE IMPACT DOORS 1.) GLAZING: .401/.464 LAMINATED W /INTERLAYER (MONSANTO OR DUPONT) • 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: 3o) .464 LAM.: +75 P. S. F. —75 P.S. F. 3b) .401 LAM.: +60 P.S.F. — 60 P. S.F. 4.) ANCHORS: MAX. 7 1/2" FROM CORNERS (HEA0 do SILL) MAX. 5 1/2' FROM CORNERS (JAMB) MAX. SPACING AT HEAD do SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: fTL —2241 7.) FOR LOCKING ASSEMBLY OPTION — SEE SHEET 3 OF 4 PRODUCT REVIhFD as complying with the Florida DuklIny, Code Aeceptaaee No 02 -0 301. /Z E:plrat on Date RY Mb L onee r I1}ril4brt PRODUCT RENEWED ACCEPTte•4CF C-31 -6 4 ' 1 •o4 f•:Kpikm.losDATE No4e:N4tt iz ao t ly \ 5L,1 e 1 . Ll :%r';,.1'. (tlOix *min I) V1f►i)t4 11URDM0 Coot: COMI'%. 4C2 OFriCls Robert L. Clark, P.E. P.E. 439712 Structural Revisions: 0) odded 2pt. lock info Material: Revsd By: D.B. Drown BY D.B. Dole: 11/17/00 Chkd By: - Dole: Dole: /16/98 Tolerances Unless Roter4• fractions: t 1/64 Decinol .CO: t Dwlmol .X0 t M+puks: f 1' Series /Model: SWD -101 1070 Technology Dr. Nokomis, FL 34275 INDUSTRIES Description: French Door — X, XX POT NO: VENDOR NO: Scale: !Sheet: (Vowing No. 1x .1ar4 971 Rev: D . N1 N1 U \ \ \ \ 2 POINT LOCK OPTION \ / /. / 7 1/2" --- 95.750 7 1/2" ---I 37.500 '' 13" MAX. ON CENTER TYP. HEAD et SILL 7 1/2" 5 1/2" - r 13.5" 13.5" f TYP. MAX. 5 1/2' SEALANT ON FRAME CORNERS k PANEL CORNERS 7 1/2" 95.750 1/A.K. \ 2 POINT LOCK OPTION 7 1/2' _I 1--- 13" -- MAX. ON CENTER TYP. HEAD et SILL l XX 71.750 / 7 1/2" ---I - - 71/2" 5 1/2" - r 13.5" 13.5" TYP. MAX. 5 1/2" 1 SEALANT ON FRAME CORNERS d< PANEL CORNERS LARGE MISSLE IMPACT DOORS 1.) GLAZING: .401/.464 LAMINATED W /INTERLAYER (MONSANTO OR DUPONT) • 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: 3o) .464 LAM.: +75 P. S. F. —75 P.S. F. 3b) .401 LAM.: +60 P.S.F. — 60 P. S.F. 4.) ANCHORS: MAX. 7 1/2" FROM CORNERS (HEA0 do SILL) MAX. 5 1/2' FROM CORNERS (JAMB) MAX. SPACING AT HEAD do SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: fTL —2241 7.) FOR LOCKING ASSEMBLY OPTION — SEE SHEET 3 OF 4 PRODUCT REVIhFD as complying with the Florida DuklIny, Code Aeceptaaee No 02 -0 301. /Z E:plrat on Date RY Mb L onee r I1}ril4brt PRODUCT RENEWED ACCEPTte•4CF C-31 -6 4 ' 1 •o4 f•:Kpikm.losDATE No4e:N4tt iz ao t ly \ 5L,1 e 1 . Ll :%r';,.1'. (tlOix *min I) V1f►i)t4 11URDM0 Coot: COMI'%. 4C2 OFriCls Robert L. Clark, P.E. P.E. 439712 Structural Revisions: 0) odded 2pt. lock info Material: Revsd By: D.B. Drown BY D.B. Dole: 11/17/00 Chkd By: - Dole: Dole: /16/98 Tolerances Unless Roter4• fractions: t 1/64 Decinol .CO: t Dwlmol .X0 t M+puks: f 1' Series /Model: SWD -101 1070 Technology Dr. Nokomis, FL 34275 INDUSTRIES Description: French Door — X, XX POT NO: VENDOR NO: Scale: !Sheet: (Vowing No. 1x .1ar4 971 Rev: D . • 95.750 93.625 .489 EXTERIOR ROUGH OPENING 1 4.000 SEE SHEET 3 FOR ANCHORS .250 ---- MAX. SHIM SPACE ROUGH OPENING 3.000 -- 84 3/4" DAYLIGHT OPENING 1.489 .250 I MAX. SHIM SPACE VERTICAL SECTION INTERIOR ROUGH OPENING 34.625 TYP. BOTH PANELS ACTIVE PANEL 25" DAYLIGHT OPENING Ro rt . Clark, P.E. P.E. #39712 Structural INTERIOR 71.750 EXTE IOR d HORIZONTAL SECTION INACTIVE PANEL PRODUCT REVISED as toaplpb=idth the Florida Buld1ng Code Acceptant* Ne 02-o ?b1. r 2 Expiration Date t'I Z2 /oZ ---- .250 MAX. SHIM SPACE ROUGH OPENING 1.480 MIaiI Dade Product Control Dtriao. PRODUCT RENEWED ACCEIT"WA'.No. ot (LI' OLI EXPIRATION DAM NtVe^-4 CE 2Z PR op(1C'Ttmmir)S 4,t vts low TA= or � M . 9ONRAfr4CE U }YtCE Revisions: 0) added 2 pt. lock info Materiol: Revsa By Dote: D.B. 11/17/00 T Drawn e 0.8. Chia By: Date: Dail 2/16/98 Toterenee, Unless Nete2_• 'radio= t 1/64 Decind .CV. t Decimal .000 t Myrdan t I' Series /Model: SWD —101 Description: 1070 Technology Dr. Nokomis, Fl. 34275 French Door — Elevations PG NO: VENDOR NO: Scots: Sheet: 2 or 4 INDUSTRIE Orowinq No. 971 Rev: 0 SEE DET A DETAIL A' 3 POINT LOCK ASSY. 2 POINT LOCK ASSY. Chkd By: PG! N0: 1.489 .401" LAM. W /MONSANTO SAFLEX PYB INTERLAYER 0IP .401" L414. W /OUPONT BUJALITE IHTERLAYER SEC NOTE. j ON SHEET j DESIGN_PR£SSURE RATING: ±60 cst Series/Model: SWD— 101 Description: French Door VENDOR NO: 3/16 ANN. --_ .090 -- J /16 ANN. -- .464' LAM. W/MOb(,SANT0 5AFLE7E PYB JNTERLAYJR OR .464' LAM. W/DUPONLBUTALITE INTERLAYER SEE NOIE ON SHEET 1 DESIGN PRESSURE RATING: f75 paf. PRODUCT REVISED li eotuplying with the Florida Raiding Code Acceptance No 02-07W. 12 Expiration Date 11/ Z Z J eq. RY Mists sde Product Control Division PRODUCT RENEWED ACCEPT/Vet p - 44 n 0 Li E-V1RAT10.4 l)A11 NOVE udER 1 NN• • litOL k t cx YTS KM [JUanIItt cult OCYM E (*PICT 1.489 I 1.443 1 r W000 eUCK 1// • TAPCON 0 TYP. HEAD lak ,,,y-IL- TYP. JAMB TYP, SILL J15 e ISO e► I r; /12 ©tom TYP. HEAD M IN. mu t ~ TYP. JAMB Robert L. Clark, P.E. RE. #39712 Structural 5 hinge &hinge —frame iamb 1 0 •• bot •f I. h. os ra•al ITEM DESCRIPTION V.T. # 1 DOOR HEAD /SILL 60375 2 OGOR JAMB (HINGED) 60376 3 D 'OR ASTRAGAL 60377 4 .250 x .187 FINSEAL STRIP 67924G 5 DOOR W —STRIP CHANNEL 60379 6 FRAME JAMB 60380 7 FRAME HEAD 60411 8 GLAZING BEAD (ROLL FORM) 9 OLITSWING THRESHOLD 10 5/16x 18 THREADED ROD 11 TRUSS CLAMP 12 5116x/16 TRUSS WASHER 13 5/16x18 TRUSS NUT 14 FRAME SCR. COVER CAP 15 STRIKE PLATE RIKE PLATE INSERT 17 10x3/4 SCR. FLT. HD. PHIL 18 HINGE ASS'Y 19 10x.625 FLT. HD. PHIL 20 21 22 23 24 25 26 27 10x1 2 FLT. HD. PHIL. 710x 12PPW TCP 8077. SLIDE BOLT LOCK 41720 6x1 2 FLT. HD. PHIL. 7612FW 8x2 SCR. PN HD. QUAD. 78112A SEAM SEALER • M5 W LOCK SUPPORT ASS Y. 6x3/4 FLT. HD. PHIL. 200 x .190 QLON 28 -3, x .190 QLON 29 3 POINT LOCK ASS Y. 30 LOCK ACTIVE CK DUMMY 32 DEAD —BOLT LOCK 33 .401 LAM. W /MONSANTO 34 SILICONE 35 112 Ph. Pn. SMS 36 1 /Cr TAPCON 37 .401 LAM. W./DUPONT 38 .454 LAM. W1DUPONT 39 .454 LAM. WJMONSANTO 40 2 POINT LOCK ASSY. 41 At x .75 Ph. FI. Tek Revisions: 0) added 2 pt. lock info Alaleriol: Rersd 8r rote: D.B. 1 11/17/00 Drown By: D. B. Chicd 9y Dots Do l.: 2/16/98 65170 61069M 6TRODA 60378M 7WASHA 7JNUTA 41722W 7955X 1T72 71034A 7FRMOW 71058FP 4UBLOK 76.34F 60200K 6Q300W FD3PTAY 7LOKAP 7LOKIP 7BL TIP 62899C 7834FPT QTY /DESCRIPTION 8 (2/eoch door top & bot. roil 4 1 /door top & bot. roil) 8 2 /ea. door top & bot. rail 8 2 /eo. door top & bot. rail 8 2 /eo. door top & bot. roil 6 (3 (r• me jamb) 26 6 hin • e — hin • e —door 30 4 2 slide bolt lacks 12 6 /head & sill) 3 1 lock 6 2 /lock support ossv. ) 5 1 ostro•ols fr. 'ombs & head 4 1 ostroaals & frame jambs 1 ® r.h. astragal 1 ® r.h. astragal 1 0 r.h, astragal 1 0 r.h. astrogal 1 j® r.h. astragal) relemnets Unless Noted• fractions: ± 1/64 Drawl .02 D,d,i .axl 1 Mgtior. 3 f' Series /wodel: SWD -101 Description: French PCT NO: am b PRODUCT REVISED as complying W itb the Florida Baking Code Acceptance No 02- 0701. Expiration Dart a i 2 2 By Dade Prodact Control Ditrisice Door VENDOR N0 1070 Technology Dr. Nokomis, Fl. 34275 ALUMAX ALUMAX ALUMAX VENDOR ALUMAX ALUMAX ALUMAX SCHLEGEL CORP. FLORIDA SCREEN ALUMAX FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT INDUSTRIES 41722W CAMCORP PGT INDUSTRIES ; 41 721 MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER 1 MERCHANTS FASTENER FASTEC INDUSTRIAL CNN M PGT INDUSTRIES FASTEC INDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. PGT INDUSTRIES HARLOC HARLOC HARLOC H.P.G. DOW CORNING H. P.C. H. P.G. H. P.G. PGT INDUSTRIES SPENCER PRODUCTS P:'ODUCT REN .W t D -- Anchorage/B.O.M. Scot*: Shoot: Drawing No. 40 971 VENDOR /. AF-10375 AF -10376 AF -10377 F57924 -187 AF -10379 AF -10380 AF -12376 AF-12375 AF -10378 41720 4UBLOK Q200X190 Q375x190 FOJPTAY 88 820 899 ACCT:i'TMtCt Nn. 461-04 -(.oy // cal R1 \TXJN I)ATT. No %rem'j 2ZI2D0b }SLA 1- CA, 4%Aw c. Otx k. L'.i7ZL`:T+tl+ 'r�10 E(!}11C£ INDUSTRIES Rev: Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2005 -549 Printed: 5/5/2005 Applicant: GREGORY RUDNICK Owner: RUDNICK GREGORY JOB ADDRESS: 544 NE 93 ST Contractor YAMILL GLASS & WINDOW INC Contractor's Address: 480 W. 84 St. #107 Local Phone: (305) 826 -2121 Parcel # 1132060141070 Building Permit Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 4 & 5 & W2OFT LOT 3 BLK 57 Fees: Description Amount FEE2005 -5525 Building Fee $120.00 FEE2005 -5526 CCF $1.80 FEE2005 -5527 Notary Fee $5.00 FEE2005 -5528 Technology Fee $3.00 FEE2005 -5529 Training and Education Fee $0.60 FEE2005 -5530 Scanning Fee $6.00 FEE2005 -5531 Submittal Fee ($50.00) Total Fees: $86.40 Total Fees: $86.40 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/16/2005 Construction Value: $2,800.00 Work: REPLACE 2 DOORS FOR IMPACT GLASS DOORS Signed: (INSPECTOR) Page 1 of 1 7 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: NOTICE OF COMMENCEMENT A RECDRDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11 C) (p01 4101 b STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 1. Legal description of pro and street/address: 5 j '1 0 E, 9 3 S7 Lob 41 S of M1o.�w Skores Sec ion a Pb 10 P537 2. Description of improvement: 3. Owner(s) name and address: Interest in property: 0 LAO ✓l EX Name and address of fee simple titleholder: 4. Contractor's name and address: AA.L { if GLa S * ()/A1d0ws 5. Surety: (Payment bond required by owner from contractor,/if any) + ar (Ns is a true copy ofTe o(. 'a+ n ;._ c .+ r�„s oflce on ; Name and address: eL Amount of bond $ 6. Lender's name and address: Name and address: Notary Publ Print Notary's flame My commiss'`• n expires: ic 123.01 -52 PAGE 4 8/02 a/14 Ski .Ped.9irz Si ature Own er 1 • Print Owner's Name GRF P .a 41^ % c,ka Sworn to and subscribed before e thi J day of inla` Atlantic Bon /t/e" 93 "'' .s7` /4014,/ 5ti'ees , F7 , AO 20 WITAF. r)y na'a ar Seal. HAR'VI: ; t' ' 'L $' t ( rs Cot•r Coues l ✓ • C use: a &C i 0 � :Commas= # DD080001 Rosa I. Palacios g Co., , 200 ;. 1 111111 11111 11111 11111 1111111111 11111 1111 1111 CFN 20� 04R03565o3 OR Bk 22297 Ps 2250; (1PS) RECORDED 05/13/2004 15:22:39 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTY► FLORIDA LAST PAGE Prepared by 6re5 Kuci c 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may fje served provided by Section 713.13(1)(a)7., Florida Statutes, as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Address: 5 N • €- • 935+. M i o✓w1 i 5 i- o r e S F C. 33138 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 0\ 305- 795 -2204 Building Inspection Request (/ Date J i v t l! Type Insp'n U) 1 PC, —.K Permit No. 5p 04 - (075 • 'PeC^CCA Name Address , t (� Company 5u — 1 "N 93 Phone # G orn f [cit. c S Inspection Date Correction Re- Insp'n Fee