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325 NE 95 St (6)Owner's Name and Address "V 1 1?/1 /07e // Registered Architect and /or Engineer._ Permit No Disapproved (Signed) Building Insp tor Chairman Member Member Council Approved NOTE: A charge of $1.00 will be made for making the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION 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 Law 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. Name and address of licensed contractor–Qs.44_a_�,r Location and legal description of lot to be built on: Lot Block Subdivision ,, j' Street and Number where work is to be done �'f �-f S� J;- State work to be done and purpose of building (by floors) ____ �- __9 _G E 7 1 c—e��`�s ZAP ._G6�1_l - mil. T /tom "s'1 ° /14_t� - — �'._f __ S2 -S2 s •7C I/ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Coxering n Estimated Total cost of improvements $ 7- % 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 inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks ( Signed ) v, STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 hin}.stated are true. D_x� Date.___it 6 Read, Sworn to and Subscribed before me. ANNING BOARD DATE Member Member Member Date Disapproved p er, -,,07 corrections or changes to this application after approval , 19.6 --- - -- - -- - -- -- --- to me well known, Notary Public, State of Florida My Commission Expires Date has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty BUILDING ELECTRICAL PLUMBING ROOFING la-), . f Owner of 1' Building" Architect Contractor or Builder Legal Description Lot In consideration of the issuance to me pertaining thereto and hi strict conformity with cepting this permit I assume responsibility for 6 CONTRACTOR OR,BUILDER MIAMI SHORES VILLAGE, FLORIDA ❑ DATE. 11 'f 19 o PERMIT ❑ Work to be performed under this Permit Bl. N9 5900 Subdi- f / Y Signed. .e Contractor's License No. /. a vision 1 Address of Value of ' r -- Amount of Building _ Project $ } 4") Permit $ r` � This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. INSPECTOR of this permit I agree to perform the work covered hereunder in compli , ce with all ordinances and regulations the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac all work done by either, myself, my agent, servant or employee. . ''t 1A/7 BY AUTHORITY AI OT 46;.* *'�7 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address:325 NE 95 ST Permit No. l3P 5 -1 Z.3V Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No (+) PSF ( -) PSF ( +) PSF ( -) PSF 1 YV i r d ow 03 - C./ -61. 6 yd.d y!. 4612 x4672 I■t0 N 0 ye.S , "fiC/5 , Z W fr dow 03 - 0612.06 f.66-1 f - 15.0 3f. 2t2 74 3 1N)r'dcw 03 -c -7 / -75.0 31 V . 4 Fvct Ch. 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CC 74 X S0 /8 ND N1 C7 Yie.5 20 F vcrx...ti dcOI b2. - 0101. i 2 (oe. d/ '(d7.O 71 X 19 ND SID `MS • ZI Lulrndow OS -061z. b6 66. / -15- O 74 X V0 NO NO \t'CS ZZ L&(, -- clove 03 - c612.06 106.7 / -75. t7 37 X 50 NO N b `PAS 1 •c,(lion 04 - 052.0.05 • I Y 2 2- NCvI Iicw c,4- 05Z8 DS 1 X 3/4 .3 Mc?l 1 ic'r-) c74- 052§.05 1 X 2 3/4. 4 Nik.)tI 54 0 5le.c t x 23 /4.. IML.'1 1 i o r - ) o4- 0515 .O5 I X 7_ 6 /r i C c'r DA. - c. 05 1 A Z.3/4 P 1 - Htz. - x 507 Noa . 03-0(012-.04p +L.1 I -115-0 re Door - Ka 3g)9- >a 3 Noa. ©3- 0012 (DD. p I 10 ri 2. 1Z oti kr {- �f - 3'l) 3g _ .icx - l-Lolo. 1 l' i s. oo _Hori 2. V-o1 le r fir- 53 1 8 x 3g Nef Non 03 -0601 0 C tdoca (o.o 0 o L_ v -D.3' Ja x83 Nog. 0 2-0 - 701. 1 2_ - 00 Mul l I3D5 N. t. 95 s-F. French l rz_ L . sh°r € : -F.D. 1) 3 4 Xi 2 -b D 1.►Z -- Co o.o — Goo .o k2 -5,5 2x50sk � \ �' 14 v - # c49(o 1 — f 5 ' 2 f 99X4 � (. O3 -4, I2. c( MLA l + (o( v. �l --1 S. Mu1 I- O'4- 05 28'. 0 IZ r3 MLA I/ ►vk)ll Mu1 1 1 2-)14r. 59 Y2 z 423 JVoa . p3 -� o 12 •. -� GA.. = is o 04 -0528• o z- '/Z x4403 Noce. O3 - o(o12.0(a +52.1 Hr- -SCI Y2 x 3 Mull- D4- 052g.05 ° b - 012.040 . 0 4- 0528.05 ` 4r- 44 Mc 3 I\Spq . 0- 0(0 12.0(P J-66)-1 - 1 o WWII- DL{ -o5 05 FD.31 We . 02-- 010I. L + _ to p 1Z-p (e r fir -3 1x 50sh Nca . 03 -0(0 t 2 . o (c (D(9.1 1_95.00 Hr- 55 Va. xSoWg 0 a I . Ile KJcG . 03 -O(Q 2. 0C ± (o(p rl Iv�u 1 l Q i x a MQ,aAx( "al 1 NoG O4 -0S2'. ©S for i - k - a RD ter MI Q 1 S . Ha- 1 1 1 4x5o 5 %. N oct - 03 0(012.0(0 -k tstp. rt /-16. 00 to/ \-\\\v 1 2 22 r }- qtr - 3'1 x50 ..23_ ao12.o 4--(do zo -al 2fl1 le r - t - lao .0 — l . D kloc . 02-0101. t 2_ 0 - 0(1, 1 2. 0 (4, fl • o� MIA2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami - Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCIUPTION: Series "HS 710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 6 of 6, prepared by PGT Industries, dated 2/16/98, with revisions 12/29/03 signed sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02 -0305.02 and, consists of this page 1 and evidence page E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03-0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 Page 1 8. C NOTES: LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: A. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 1/8' ANNEALED GLASS. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS. 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16' LAMINATED COMPONENT CONSISTS OF AN .090 NB LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS. D. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS. 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 FIB LAYER OF DUPONT OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" HEAT STRENGTHENED GLASS. 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 1 1 1 j 0 1 I X MAX 6' 63' MAX HEIGHT 58 1/4" MAX FIXED UTE DAYUGHT OPENING 6' MAX. 74" MAX WIDTH 33 5/8' MAX 33 5/8" MAX DAYLIGHT — DAYUGHT OPENING OPENING 1 8 " 1 I 1 1 4' MAX —�-_ 8 TEM 57" MAX VENT DAYLIGHT OPENING MAX 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION DESCRIPTION Robot 1..'iM. P.E. PE rant Xtnxax.t V.T. / 1 FLANGE FRAME JAMB (Alum. 6063 -T5) 612225 2 2 AXED MEETING RAIL (Alum. 6063HS -T54) 4054A 1 3 SASH MEETING PAIL (Alum. E063HS -T54 ) 4006C 1 4 SASH SIDE RAIL (Alum. 6063 -T) 612230 1 5 GLAZING BEAD ,Alutrk. 6063 -T5) 6534571 8 6 WINDLOAD ADAPTER (5 7/8' RIGID PVC) 1207 1 7 FLANGE FRAME HEAD (Alum. 6063 -T¢) 612237 1 8 FLANGE FRAME SILL Alum. 6063 -T5 612238 1 9 FRAME SILL ADAPTER Alum. 6063 -T5 117773T 1 INOIJSTTtIES P.O. BOX 1529 NOKOMIS. FL 34274 QTY. /LOCATION (0 muds an of frame sill) 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED HEALL6L_S1U. MAX. 6" FROM :ORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. JAMBS; MAX F" FROM CORNERS. MAX 12 1/2" SPACING. 5 . SHUTTER REQUIREMENT: NO SHUTTERS REQ'D. 5 . REF. TEST REPORTS: FTL -1969 & FTL -3740 F.K. AS FOLLOWS ds PER SHT 5. g rr 9tor Amore prom M D.B. V76/88 rrtt.: HS -710 C-RDICME TO 29 GLASS NTS AM.Iws: F - 440 2) REM 26 E- 2,3,5 MD 129 -132 1/02 D- REWSED MO1E 1 Sh..t: 1 N 6 ALUMAX INDALEX INDALEX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX FASTEC VENDOR MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER MERCHANTS FASTENER MINIATURE DIE CASTING VENDOR AF -12225 64054A 64006C AF -12230 AF- 534571 6WCUP AF -12237 AF -12238 AF -12239 AF -12240 AF- 532377 10 SASH TOP /BOT..uUL (Alum. 6063 -T5) 612240 2 11 SCREEN ( RETAAINERJJ um. 6063 - 653237711 12 13 5/16" (.350) LAMINATED USING (2 LITES 1/8 H STRENGTHENED GLASS 14 ANTI -UFT CHANNEL (Alum. 6063 -T5) 612244 1 0 midspan of vent) 15 f 10 x 1.000 Ph. FI. SMS 710X1 4 Windload Adapter screws) 16 6 x 1.000 PH PAN SMS 76X1PPA 2 for anti -lift channel 17 WEATHERSTRIP. TIIN WALL BULB VINYL 6TP247 8 1 per Clazina Bead 18 18 x .500 PHIL Fl SMS 7856A 2 Sweep Latch screws 4 when using 2 Sweep Latches) 19 18 x 1.000 PHL. P.H. SMS 781PQA 22 Frame /Vent assv. screws) 20 SWEEP LATCH 71096 1 11.5" from ends -vent mtg. rail) 2 if height is >= 42"2 21 WEEP HOUSING 70250 3 1 Omids•an 2 1 4 from ends MASTER TOOL 22 WEEP FLAP 70251 3 1 Omidsoan 2 1 4 from ends MASTER TOOL 23 ROLLER HOUSING 2 0 eo. end of vent top rail) MASTER TOOL 70312 24 BRASS WHEELS 7BRWHL2 4 2 per Roller Housing) VINYL- TECH /P.G.T. 25 WSTP .270 x .170 BACK, FIN SEAL 61062W 2 Ovent top /bot rails & mta. rail) SCHLEGEL OR EOM. FS7826 -187 26 SILICON 62899 DOW CORNING 899 OR 995 27 WEATHERSTRIP, BULB VINYL 6TP249 1 j0 vent jamb roil) TEAM PLASTICS TP -249 29 13/16 I.G., 148' HEAT STRENGTHENED GLASS, 3 8 SPACE, 5/16" LAMI (1/8" A, .090, 1/8" HS) 30 GLAZING BEAD 113/16" I.G.) 6063 -T5 067 8 INDALEX 64067 31 WSTP, .187 x .2:::0 BACK FIN SEAL 1060 1 0 MEETING RAIL SCHLEGEL OR EQUIV. 1610600 32 13/16" I.C., 1%8 H T TRENGTHENED GLASS, 3 8" SPACE, 5/16" LAMI (1/8" HS, .390, 1/8' HS) AF -12244 TP -247 PGT.214.XX 7 -1410 -250 7 -1410 -251 OncrIptlew OX ELEVATION & 8.0.M. (LG. MISSILE) 07NOx TECHNOLOGY 2°2 RNE ALUMINUM HORIZONTAL SLIDING WINDOW tae.o,9 No. 4112 G COMPARATIVE ANALYSIS TABLE 1. GLASS TYPES A & C A. 5/16" LAMINATED (1/8" ANNEALED, .090 PVB, 1/8" ANNEALED) C. 13/16" LAMI I.G. - 1/8 "HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1/8 "HEAT STRENGHTENED, .090 PVB, 1/8 "ANNEALED) FTL -1969 & FTL -3740 WINDOW WINDOW HEIGHTS 59.000 68.7 -75.0 68.7 -75.0 WIDTHS 26.000 26.500 66.7 -75.0 37.000 66. 5.0 44.000 66.7 -75.0 5 . 2 68.7 -7 . 60.000 66.7 -75.0 63.000 68.7 -75.0 66.000 66.7 -75.0 70.000 66.7 -75.0 74.000 66. -75.0 66.7 50. 38. 68.7 66.7 66.7 • .7 66.7 66.7 65.5 60.8 58.2 375 -75.0 -75.0 -75.0 -75.0 44. 66.7 66.7 • .7 66.7 -73.5 62.0 -69.4 58.9 - 65.5 56.6 -60.8 53.7 -58.2 _ 51.3 000 -75.0 -75.0 -75.0 -73.1 -62.0 -58.9 -56.6 -53.7 -51.3 66.7 66.7 •1.: 54.8 51.7 49.0 46.3 44.2 _ 625 - 5.0 -75.0 -75.0 -61.6 -54.8 -51.7 -49.0 -46.3 -44.2 NOTES: 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. 46.0 -46.0 43.0 -43.0 41.2 -41.2 39.1 -39.1 37.4 -37.4 60. 66.7 66.7 66.7 55.0 45.1 42.2 40.4 38.3 36.8 41 �I� L G fu1L P.E. PE1139712 9§utMY 000 -75. -75.0 -75.0 -55.0 61. 66. .7 66.7 54.2 -45.1 44.3 -42.2 41.3 -40.4 39.5 -38.3 37.4 -36.8 36.1 6e 000 -75.0 -75.0 -74.0 -53.4 63. 66. 66.7 66.7 52.7 1070 TECHNOLOGY OPIVE NOKOMIS. I'L 34275 P.O. BOX 1529 NOKOMIS, FL 3427• 000 -75.0 -75.0 -75.0 -54.2 66.7 66.7 53.4 62. -44.3 43.7 -41.3 40.5 -39.5 36.7 - 37.4 36.8 _ -36.1 35.5 COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES B & D B. 5/16" LAMINATED (1/8" HEAT STRENGTHENED, .090 PVB, 1/8" HEAT STRENGTHENED) D. 13/16" LAMI I.G. - 1/8 "HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1/8 "HEAT STRENGTHENED, .090 PVB, 1/8 "HEAT STRENGTHENED) FTL -1969 & FTL -3740 WINDOW WIDTHS 26.500 37.000 44.000 53.125 60.000 63.000 66.000 70.000 74.000 WINDOW HEIGHTS 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 26.000 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 38.375 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 66.7 -75.0 44.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 50.625 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 59.000 66.7 66.7 66.7 66.7 66.7 68.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75:0 __ -74.8 _ 60.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.5 _ 61.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 68.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -74.9 -72.2 _ 62.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.5 -70.9 63.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 _ 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -72.3 -69.6 723/03 Re"" 0.8. HS -710 -43.7 43.2 -40.5 40.0 -38.7 37.9 -36.8 36.1 - 35.5 34.8 Pads T1wYIw.: 12/ 29/03,F - UPDATE TABLES sw4: NTS 000 - 5.0 -75.0 -74.0 -52.7 .43.2 -40.0 -37.9 -36.1 -34.8 Ohndelenn FF CORHCT T.1fi1£ J t*E 4 4/03 Pavilvas t-A0 IS/16" LG,WIES 99 6/62 USED TABLES ? /16/98 SMr1: 2 ' 6 GLA TYPE COMPARATIVE ANALYSIS TRY: ALUMINUM HORIZONTAL SLIDING WINDOW Omaha Ne. 4112 Pot G 1/8' HEAT STRENGTHENED GLASS .090 SAFLEX KEEP /SAFE MAXIMUM © OR DUPONT PV8 INTER LAYER 1/8' ANNEALED OR HEAT _ STRENGTHENED CLASS 3/8' AIR SPACE 1/8' HEAT STRENGTHENED -el GLASS @OR®2 F O 0 0 5/16" LAMINATED -- 13/16 NOM. INNS GLAZING DETAILS: 13/16" (.825) I.G REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 1/2' GLASS BITE TYP. INSIDE OUTSIDE 1/8' ANNEALED GLASS O .010 INNER LAYER (DUPONT W /BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM) 4 uC L. Oak P .E PE X19712 Stam4I INSIDE — 1/8' ANNEALED GLASS T IN ' ' ES 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 74274 O ® 1/2' BITE OUTSIDE BITE tb INSIDE r� STRENGTHENED 1/8' HEAT 7 1 GLASS 1/8' HEAT STRENGTHENED -- GLASS Data 1229/03 7/23/03 4/4/03 C411 3188 OEM 28 GLASS DR 8-1 1811 17 SCLE R.wionr E -ADO 13/16' LG. 1 9 /02 Ma GLASS TYPE D.B. 2 16/98 SECTIONS & GLAZING DETAILS .090 INNER LAYER — ( DUPONT BUTACITE OR SAFLDI /KEEPSAFE MAXIMUM) GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS "' n"" 1"16 Arernwilim 1Ra: ALUMINUM HORIZONTAL SLIDING WINDOW saw.hCOa4a Scala• Sh«L• OroWp Ne. R.r. HS -710 NTS 3 a 6 4112 G FXTFRIOR MAX. HEIGHT ROUGH OPENING 2.710 ROUGH OPENING .500 VERTICAL SECTION 2.094 00 MAX. VENT DAYUGHT OPENING ROUGH OPENING 2.784 MAX. WIDTI- HORIZONTAL SECTION FXTERIOR 12/29/03 7 23/03 ANOMNNN �cw n! Reed $c Reeked: F.K. G -RODE 110128 CLASS D E F.K. F-NO MG 1HS 911 linislow F K . 4 4/03 E-AD0 129 -132 `� „I-- �� R. 0. . 0 6/ 6 02 GLASS TYPE /// D.B 2/ 16/98 UUU /// o..dausn: SECTIONS & GLAZING DETAILS li / Mk ( NO ° n 34 ALUMINUM HORIZONTAL SLIDING WINDOW L Cirk P .E P.O. 90X 1529 SeolowAkdeo Scala: Shad: ' ' RW PE 829712 NOKOMIS R 34274 HS - 7 10 NT$ 4 ° � 6 41 12 G stile,. APPROVED WOOD BUCK (SEE NOTE 4.) ©3/16" TAPCON (SEE NOTE ) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 4/16" TAPCON (SEE NOTE 1) TYPICAL SILL SECTION 1 1/4" MIN. 1/4" MAX. SHIM 1 1/4" MIN. 1/4" MAX. SHIM TYPICAL HEAD SECTION WOOD ANCHORING /12 WOOD SCREW APPROVED 2x W000 BUCK (SEE NOTE 3.) TYPICAL SILL SECTION #12 WOOD SCREW L SUBSTRATE ANCHCRINQ WOOD ANCHORING NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 & FTL -3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL 1 1/4' MIN. 4. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. APPROVED 2x WOOD BUCK (SEE NOTE 3.) 1/4" MAX. J SHIM Q3/' 6 TAPCON (SEE NOTE 1) 1/4" MAX. SHIM 1 1/4" MIN. Robert L. Clot. P. PE 909712 &l ca.r 1/4' MAX. SHIM —1 Afm r APPROVED WOOD BUCK (SEE NOTE 4.) TYPICAL JAMB SECTION SUBSTRATE ANCHORING imoaucTuvroo 1070 TECHNOLOGY GAVE NOKOMIS, FL 34275 P.O. BOX 1129 NOKC&JJS. FL 34274 1 1/4" MIN. 1/4" MAX. SHIM --. #12 WOOD SCREW APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL JAMB SECTION WOOD ANCHORING �lC Dotat 12 29/03 7 3/0J 4/03 606 ,)/%C GqA/ f /11 AR F 3/16 TAPCONS ENO CHG THIS SHT rta 9..d 9y. F.K. Rood Br F.K. Fl 6/02 Dome V76/98 D.B. 2/16/98 Dnertptka ANCHORAGE nu.: ALUMINUM HORIZONTAL SLIDING WINDOW HS -710 : NTS NOTES 3 & 4 sn..t 5 a 6 Droning Ko. 4112 1 1/4" MIN. 1 .705 .062 2.784 L k- .737 O FLANGE FRAME JAMB 6063 -T5 ALUM. 1.057 - 1 .050 - -1 .678 ® 5/16" GLAZING BEAD 6063 -T5 ALUM. 1.187 1.187 2.074 1.349 .062 FRAME SILL ADAPTER 6063 -T5 ALUM. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 L .062 I 1 . .723 - .688 ■i n .062 © WIND LOAD ADAPTER 6063 -T5 ALUM. 1 1.403 O FIXED MEETING RAIL 6063HS -T54 ALUM. 10 SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. Q SASH MEETING RAIL 6063HS -T54 ALUM. .062 1.373 1.273 L a- 2.710 - • -. 1 0 FLANGE FRAME HEAD 6063-75 ALUM. ii / tt R&..n L. C41q P.E. 7E139717 SWrILd I .683 1.097 T.050 00 13/16" GLAZING BEAD 6063 -T5 ALUM. I UT ES 1070 7ECle1OL0GY DRIVE 740K0146, XL 31275 P.O. BOX 1528 NOKONLS. P. 34274 062 1.349 F 1.291 } 1.970 ® SASH SIDE RAIL 6063 -T5 ALUM. .062 -$- 2.094 1.122 - F - 1-+2.710 -�I O FLANGE FRAME SILL 6063 -T5 ALUM. eroeucT al arms Assosre F.K. 9/6/02 0 -NO CHG THIS SHT Orem M oohs F.K. 11/2/01 EXTRUSION PROFILES 4 ALUMINUM HORIZONTAL SLIDING WINDOW 5.1.0.1•1: See4: Stoat GwM. N.. a..: HS -710 NTS 6 s/ 6 4112 G 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 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 I-Iurricane Zone of the Florida Building Code. DESCRIPTION: Series SWD -101 Outswing Aluminum French Door - Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved' 'unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in thc 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, thcn it shall be done in its entircty. INSPECTION: A copy of this entire NOA shall be provided to thc user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 0417.04 and, consists of this page 1 as well as approval documcnt mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 0701.12 Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page I Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/23/2005 Applicant: GEORGE & ASHLEY Owner: VAIL JOB ADDRESS: 325 NE 95 Contractor Local Phone: Parcel # 1132060136020 Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2005 -1233 VAIL GEORGE & ASHLEY ST Contractor's Address: Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 13 Fees: FEE2005 -11525 FEE2005 -11526 FEE2005 -11527 FEE2005 -11528 FEE2005 -11529 FEE2005 -11531 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Submittal Fee Total Fees: Amount $320.00 $18.00 $6.00 $8.00 $3.00 ($50.00) $305.00 Total Fees: $305.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/14/2006 Construction Value: $30,000.00 Work: REPLACEMENT OF WINDOWS AND DOORS WITH IMPACT RESISTANT 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. BY: Page 1 of 1 BLK 44 LOT SIZE 78.720 X AUG 31 PAID Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 '° Tel: (305) 795.2204 Fax: (305) 756.8972 r � fd ��I 1j 1-6P1:15 — 1233 BUILDING Permit No. PERMIT APPLICATION / 4U / 266 Ma'ster Permit No. FBC 2001 �- .444 11 Permit Type (circle). Building _' Electrical ` Plumbing Owner's Name (Fee Simple Titleholder) aSr\ ) \ � f Yr�i I 1 Phone # NII Owner's Address 3 a 5 .6 • q 5 Si": City On I CA(Y) S here S State . Tenant/Lessee Name Phone # 3as N . E. q s sfi. Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO X State Certificate or Registration No. $ Value of Work For this Permit , COD. 0 Cie_ 4* 4 Submittal Fee $ • DO Permit Fee $ 3 2 D Notary S Training/Education Fee $ O � Scanning $ Radon $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Certificate of Competency No. Mechanical Roofing 305) ri 5 I - S) 5 3 471 - 32 2_ I�IC�iC�rY� Contractor's Company Name OW ne. f Phone # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New Repair /Replace ❑ Demolition Describe Work: 'R If a l Q wl fvCt 01.&)� I 000 2..5 1A) -A-h , MPQ e r, ,s -+-clr * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ 18 . oO CO /CC Technology Fee $ • (f� Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. °WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature day o APPLICATION APPROVED BY: chc 05/13/03 Owner or Agent The foregoing instrument was acknowledged before me this g Sl , 2 O, by R , who is persdrfally known to me or who has prod Zip Signature • Contractor The foregoing instrument was acknowledged before me this day of , 20 _ , by who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. N�' BLIC: NOTARY PUBLIC: 1 � �C/�C Sign: N . � arcia Si n: Prin a�'' ''%- .. Print: My C , mmission E ..� Expires July 9, 2009 ott Borgtal Troy Faa - Insurance. Inc. 800385.7019 * * * * * *Ar,tie,kak*** *,FaF,t,k** beat* *, F*************************, k********* * **** * * * ** * ** * **** **** *aF***** *fir *** ** ***** ** *** My Commission Expires: ***********************************************************************.****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning OWNER BUILDER DISCLOSURE STATEMENT Oh Vn � being the legal property owner, for the property Located at: 3 �� N .0. - t S+. Legally described as , Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7), end I have read and understand the following disclosure Statement, which entitles me to 3ork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. You may also build or improve a commercial building at a cost of 525,000.00 or less. The building must be for your osvn use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal Iicensing ordinances. Any person working on your building who is not Icensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument Was acknowledged before me this 1 LJ day of Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT DISCLOSURE STATEMENT By ah I e \In'► Produced as identification and who did take an oath.. • who is personally known to me or who has Naomi Garcia "1:1 - -� Commission # DD446974 �;• .. � � = Expires July 9, 2009 , ��Wit �� , Bonded Troy Fain • Insurance, Inc. 800 - 385 -7019 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: _ 1. Legal description of property and street address: 3 p, S N • t✓ • 0 15 S+ • .� G cemer�-I i '�,(� nct o�S r;+Ock >� '14-An �'M Q +- re s ► +c vi 3. Owner (s) name and address: l \ h � 2. Description of improvement: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: OUnQ,r N't • 5. Surety: (Payment bond required by owner from contractor, if any STATE OF FLORIDA, COUNTY OF DADE he 1 ,,� BY CERTIFY that this is " : fop Name and address: Amount of bond: $ 6. Lender's name and address: 7..Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (i) (a) 7., Florida Statutes: Name and address: 8.In addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (1) (b) 7., 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) Si of Ow ner Print 0 Sworn • NOTICE OF COMMENCEMENT ommission # DD446974 er's Name • II bed before me n' A Notary Pu My Co sion Exia ( 11.1 ShDre xptres u y • 2009 Banded Tioy Fen • Immo. Inc. 800-385.7019 10 day of aeL 20 OS CFN 2005RO91!192 OR Bk 23731 P9 4384; (1P9) RECORDED 08/31/2005 10:23:03 HARVEY RUVIH► CLERK OF COURT MIAMI -DADE COUHT'Y ► FLORIDA LAST PAGE Prepared by: D.C. 1 DnrS Naom Address: 1 47+ 3 3 S• IA) * 1 S tJ e M - 1 = . ' 33155 Farm 104 FINAL WINDOWS AND DOORS .Wt Passed 1 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: IN Inspection Date: 03/16/2006 Inspector: Grande, Claudio Owner: VAIL, GEORGE & ASHLEY Job Address: 325 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: Building Department Comments Wednesday, March 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -1233 Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060136020 Lot: Page 1 of 2 MDAMa SH RES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION 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. William J. Parrott Owner's Name and Address Registered Architect and /or Engineer Smith Joiner & Asso. Name and address of licensed contractor Cabanarama Industries, Lo fionot'lotto`bebuilfo Fla. 33147 Lot 13 Block 44 Subdivision Miami Street and Number where work is to be done N. E. 95th St. #325 State work to be done and purpose of building (by floors) Residence - 1st Floor. New Building Remodeling To be constructed of Kind of foundation Date Jan. 24 - - - -- ,19 73 No 325 st E. 95th. Inc. d /b /a Miami Ventilated Awnings Shores Sec. 1 Install One Redwood Awning- Shutter. and for no other purpose. Addition Repairs No. of Stories Roof Covering Estimated Total cost of improvements $ 191. 00 Amount of Permit 5. 00 Zone cubage required -Plan Cubage Distance to next nearest building Size of Building Lot ___ }1;_.1.49' 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 Miami Ventilated Awnings P. O. Box 945 N. W. Br. Miami, Fla. 33147 The undersigned applicant for this building pennit 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 inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No f Date Disapproved Dat (Signed) ng Inspe Chairman Member Member Council Approved Date Read, Sworn to and Subscribed before me. PLANNING BOARD DATE to me well known, Notary Public, State of Florida My Commission Expires Member Member Member Disapproved 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 Board. 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. TYPE STYLE MLINLINER SLPT HIAL X BEAM / PRESIDENT OWING METROLINE PATIO ... STORM PANELS , 24 GA. STEEL ALUMINUM I 7. 1" YTTirrT7TTRit TYPE UNITS r WIDTH - S i SLPT PROJ. X BEAM / Y BEEMI P,RMiT — I PIPE(PILAS ........_ 1 ----- __ ___ i I f L 1 I 1 _ -I_ - --- - - --- . ----------:------- - - - - ---- --------4---- - - - - - . EXECUTIVE OFFICES AND FACTORY, 435 EAST 10th COURT 1,0 HIAL EAH, FLORIDA TELEPHONE (305) 885-4672 /99 1 51 FT. PLOT PLAN STREET LOT /3 111 / 4.01 c ADDRESS REPLY TO: P.O. Box 945 Northwest Branch Miami, Florida 33147 NA 2 C... f c LEGAL BLOCK S U131)1 ' oftwiyo ) Sa94r 4'c AWNING SHUTTERS )4REDWOOD ALUMINUM 3. On Patio Installations show location of septic tank and distance from house. 1. Draw outline of house in block and indicate distance to each lot line. 2. Indicate electric service from pole to house. ANCHOR SCHEDULE CONCRETE HOLLOW CONC.BLK. WOOD. JORDAIL*103 WITH I /4X11/2" LAG SCREW OR SUPER GRIP I /4- 20X11 /2 "- 18.8S.S. 3/16 "X114 ° DIAMOND ACKERMAN JOHNSON I/4 -20 LONG' 4WING TOGGLE SCREW ANCHOR BOLT ASSEMBLIES OR DRIVE NAIL NO.10- 11/2 "LG. WOOD SCREW OR 1/4 "XI1/2" LAG SCREW J IZ L I N c,:. - ,E OAT. NO. PM= TO - I OATS I _ CABANARAMA INDUSTRIES, INC. d-b-a MIAMI VENTILATED AWNING 435 E. IOth COURT HIALEAH, FLORIDA SMITH - JOINER & ASSOCIATES 2600 WEBT FLAGLER • MIAMI. FLORIDA C O N S U L T I N G E N Q I N E E N S e na-6I I RuRw F. W.I MOM 1. I ere. C.6. rs• me. «rr+e• CONTRACTOR SMALL VERIFY ALL 6rw6ww" AT errs ERFORI FROC[WINO WITH WORK. 6111W 1 OF 1 I IMPERIAL PRESIDENT MAINLINER REDWOOD AWNINGS WING FOLDED IMPERIAL PRESIDENT MAINLINER AWNING CLOSED E DETAIL'Z' SEE HEADER L , � ANCHOR NOTE� HEADER LOC A LL TYPES.: 2 "X 3" $TL. HINGE 2 -3/16 STL. RIVET HEADER HINGE DETAIL SCREWS SECTION 'A -A' L 1 V2 "X I I /2'k I/8 "ALUM. 2,*8X 11/4" SCREWS EA. HINGE HEADER HINGE ! iiiiii 41111 11111 111 110 111111S I9._ WyVING OPEN - 1" - 3/I SPACE REDWOOD SLAT TYR CAMEL BACK AWNING OPEN 32 BOLTS .090 BRACKET 1 /8 "WIDE (OPTIONALI W NDOW MULLION .055" MIN. 2-ANCHORS SEE SCHEDULE 7/8"0.D ' .049 WALL `� 3/4 0.p. TUB E .049 WALL AMEL BACK, .080" FOLDED PL. I /4 "DIA. PIN SUPP013T ARM 1 -121 T0168 "" 2 -169 TO 240" — 6>•61,�ss6>• e�e�.LAi +TIC - • 5 "LG FOLDED PLATE .040" WITH * 8 SCREWS OPTIONAL CAMEL BACK 2- 10 -32 BOLTS) 2 AWNINGS ONA COMMON ARM I /8"X V2" LG BRACE STRAP WITH 1/4 BOLT TO 1I /2 "L & I -*B SCREW TO 3 /4 "XI lie REDWOO TYPE I - NONE TYPEII - ONE TYPE IQ- TWO *-3/8 DIA. BOLT 1(• � 2 ANCHORS - SEE SCHEDULE DETAIL 'Z' 11 /4 "X 3/4" REDWOOD *8X1 ". SCREWS ON i 8 C.C. EA. �� � SIDE . .032" HEADER ANCHORS AND HINGES SHALL BE LOCATED AS SHOWN, SEE ANCHOR SCHEDULE 5 " I 1 275 "MAX. 1 .064" SIFFENER 2-121" 7016 3-169" TO 240" 21 TYPE I TYPE II 84 "MAX TYPE III 120 MAX. PLAN OF AWNING *8X3/4 " SCREW 2,7 /8 "GALV. NAILS I7GUAG2 1E /4 E.. SLAT REDWOOD SLAT— NO. ezI2"wt. *8 SCREW 7 "C.C. SCREW 2 - M -1 1 /4" X3/4 "X.050" X2 /2 "LG. AT EA. HINGE' 1I/4 "X 3/4" REDWOOD 3 /4 "SG REDWOOD I "X 2 "STL HINGE *113-24 SCREWS r 1 80LTS WITH4 *8X1 I �� WING FOLDED _ "' • � „� (:),,,.;..:,: 1 . ‘ -TYPE r ONLY '' J tl i , r I' C 3/4 "xs/8 X.OSd SECTION I B- B' e L 31/2 "X I "X I /8 "X 3/4 "LG SECTION HAT PURLIN 'X' SECTION HAT PURLIN 'Y" L I I /2 "X 11/2 "X V8" STORM LOCK L 31 /1X1" XI /8 X3/4" LG. WITk1 2*8X SCREWS I-ANCHOR SEE SCHEDULE *AWNINGS WITH LENGTHS GREATER THAN I20 "SHALL HAVE NOSE AN- CHOR, L - I "X 1 ° X '8 "X 10" LG. (2 44" BOLTS). SEE DETAIL "2 AWNINGS ON A COMMON ARM IEMEO 1-16-1r. Y — III 72 ^24 " 24 24" 1-57 29" "Y 26' PURLIN LOCATIONS SHOWN MAY VARY I "'± ALL AWNING DIMENSI0IJ5 SHOWN ARE MAX. LESSER DIMENSIONS MAY BE USED. THE CABANARAMA IND. IMPERIAL PRESIDENT AND MAINLINER REDWOOD AWNINGS WERE DESIGNED AND TESTED IN ACCORDANCE WITH THE METROPOLITAN DADE COUNTY BUILDING AND ZONING DEPARTMENT POLICY FOR PLANT PRO- DUCED PREFABRICATED RIGID AWNINGS „CANOPIES AND CANOPY SHUTTERS DATED OCT.'10, 1960 - BASED ON S0. FLA. BLDG. CODE. ALUMINUM ALLOY OF AWN ING COMPONENTS HEADER & NOSE ANGLE 6063T5 HATPURLIN'X' 3003H14 HATPURLIN'Y' 606376* WALL ANGLES 6063 75 STORM LOCKS 606375 BRACE STRAP 606375 STIFFENER 3003HI4 ARMS,CAMEL BACK & PIN 3003H18 THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS: - CABANARAMA INDUSTRIES CERTIFIES THAT THE ALLAY AND HEAT TREATMENT OF ALL METAL IN THIS PRODUCT CONFORMS 10 THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR PERMIT COVERING THIS INSTALLATION. THIS AWNING MUST 6E CLOSED AND SECURED TO THE WALL DURING A HURRICANE _. WARNING OR ALERT. _ _ TYPE UNITS / WIDTH SLIT PROJ. X BEAM Y BELM .. . . IT fl S ....J1 . P RMST PIPIT P ...IN 1 i - 2r;- 5- 7 2- - FA j --- I --- i _._ -- _• . " EXECUTIVE OFFICES AND FACTORY( P 5r: 435 EAST 10th COURT /, /470 HI AL EAH, FLORIDA TELEPHONE (305) 885-4672 NAME ii/iC 4 M iik571* PLOT PLAN 1 . IC.. FT • - • STREET J ADDRESS_ 3_2 C_ 1- 1, X REDWOOD ALUMINUM STYLE IX1MIINLINER PRESIDENT . 1 . 7METROWING 1METROLINE PLTIO 1. Draw outline of house in block and indicate distance to each lot line 2. Indicate electric service from pole to house. no1. 1 -; ADDRESS REPLY TO: P.O. Box 945 Northwest Branch Miami, Florido 33147 LEGAL LOT _ 6LOCK4/9 SUElli\iiSiUN717,0 cAt AWNING SHUTTERS STORM PANELS STEEL ALUMINUM ALUMINUM 3. On Patio Installations show location of septic tank and distance from house. ANCHOR SCHEDULE CONCRETE HOLLOW 'CONC.BLK. WOOD. JORDAIP(_ *103" WITH 1/4 LAG SCREW OR SUPER GRIP 1/4- ACKERMAN JOHNSON 1/4 -20 ' LONG' 4WING TOGGLE SCREW ANCHOR NO. 10- I t/2 "LG. WOOD SCREW OR 1 /4 "Xi I/2" LAG SCREW 20X I I /2" -18.8 S.S. BOLT ASSEMBLIES CR 3/16 "XI '/4 "DIAMOND DRIVE NAIL ' I 9-ro. I P R L I N CH..... c ...I.a n r CABANARAMA INDUSTRIES INC. 435 E. 10th COURT HIALEAH. FLORIDA SMITH — JOINER & ASSOCIATES 21500 WEST FLAGLER • MIAMI. FLORIDA C O N S U L T 1 N [ N O I N E[ •R rr.1 -II I au., F. W.I 5.... 4 I C.C. C. E. ........ orr.• COMTRAC700 SMALL your, ALL OMMI IOM. AT SITE S•IONI PROC•SD1MO WITH WORK 6111 W 1 OF 1 I IMPERIAL PRESIDENT MAINLINER REDWOOD AWNINGS WING FOLDED STORM LO ON TYPE -72 SEE HEADER SEE NOTE v ,.', HEADER E DETAIL'Z' STORM Y. L TYPES IMPERIAL PRES DENT MAINLINER AWNING CLOSED C C M4x.1�2`� .- .o ff. I 1 i, , 040" WITH * 8 ► ° 4 SCREWS SECTION 'A —A' L 1 V2 "X 11/2"X I/8 "ALUM. 2, *8 X 11/4" SCREWS EA. HINGE 2'X 3" ;TL. HINGE 2 -3/16 STL. RIVET HEADER HINGE DETAIL HEADER HINGE WyVING OPEN f� 3/8 SPACE REDWOOD SLAT SCREWS TYP. CAMEL BACK AWNING OPEN -32 901.39 .090 BRACKET I /S ° WIDE (OPTIONALI WINDOW MULLION ,055 "MIN. 2-ANCHORS SEE SCHEDULE 7/8" OA A TUBE .049 WALL 1/4" BOLT 3F4 "0.9. TUBE .049 WALL AMEL BACK,.080" FOLDED PL. 4 "DIA. PIN SUPPORT ARM 1-121 70 168" 2.169 ° 7O 240" OPTIONAL CAMEL BACK 2- 10-32 BOLTS ir— 2 AWNINGS ONA COMMON ARM I /8"X V2" LG BRACE STRAP WITH 1/4 BOLT TO I I /2 "L & I- *8 SCREW TO 3/4 "XI V4 RED TYPE I - NONE TYPEII - ONE TYPE III- TWO .032" DETAIL 'Z' HEADER ANCHORS AND HINGES SMALL BE c" ... .., LOCATED AS SHOWN, SEE ANCHOR SCHEDULE t 27 r-A *8X3/4 "SCREW .064 "STIFFENrR 2-121 3-169" TO 240" 1-•-•3/8 DIA. BOLT 3/4" S0. REDWOOD *10-24 BOLTS. SECTION HAT PURLIN 'X' *Bxm " SCREWS ON �- 8 G.C. EA. SIDE 21/8" 2,7/8 "GALV. NAILS I7GUAGE EA. SLAT 2 1/4 REDWOOD SLAT- ( NO.8 t l42 Wo. 8 SCREWS ON 7 ° C.C. SCREW •Aw■wIl 110//iO4 L 11/2"X 11/2"X V8" STORM LOCK L 31 / XI /8 X3/4" LG. WITk1 2 *8X1 SCREWS lab * I 1/4"X 3/4" REDWOOD TYPE I TYPE IL TYPE III 2- -I44" X 3/4 "X.050" X2' /2 "LG. AT EA. HINGE II /4 "X 3/4" REDWOOD .064" II/2 2" STL. HINGE WITH4 *8X1 SCREWS c 3/4 "xsre"x.oso" SECTION I B —B L 31/2 "X I "X I /8 "X 3/4" LG 2 ANCHORS -SEE SCHEDULE 45" MAX. 84 "MAX 120 "MAX. PLAN OF AWNING WING FOLDED [ _ � -TYPE DI ONLY 0 I- ANCHOR SEE SCHEDULE *AWNINGS WITH LENGTHS GREATER THAN 120" SHALL HAVE NOSE AN- CHOR, L-I I "X' 8 "X 10" LG. (2-44" BOLTS). SEE DETAIL "2 AWNINGS ON A COMMON ARM SECTION HAT PURLIN 'Y" .701J1 L A l RLW[o wirer• 1-72 I-57 II 57 7E 5 7" r` 72 _ 24 24" 24" II 57 29" 28R II 72 24 24 . 24" 29 " 2 " PURLIN LOCATIONS SHOWN MAY VARY 1" ALL AWNING DIMENSIONS SHOWN ARE MAX. LESSER DIMENSIONS MAY BE USED. THE CABANARAMA IND. IMPERIAL PRESIDENT AND MAINLINER REDWOOD AWNINGS WERE DESIGNED AND TESTED IN ACCORDANCE WITH THE METROPOLITAN DADE COUNTY BUILDING AND ZONING DEPARTMENT POLICY FOR PLANT PRO- DUCED PREFABRICATED' RIGID AWNINGS CANOPIES AND CANOPY SHUTTERS DATED OCT.�10, 1960- BASED ON SO. FLA. BLDG. CODE. ALUMINUM ALLOY OF AWN ING COMPONENTS HEADER & NOSE ANGLE 6063T5 HATPURLIN'X' 3003H14 HATPURLIN'Y' 606376• WALL ANGLES 6 063 75 STORM LOCKS 606375 BRACE STRAP 6063 T5 STIFFENER 3003H14 ARMS,CAMEL BACK & PIN 3003H18 THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS: — CABANARAMA INDUSTRIES CERTIFIES THAT THE ALLOY AND HEAT TREATMENT OF ALL METAL IN THIS PRODUCT CONFORMS TO THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR PERMIT COVERING THIS INSTALLATION. THIS AWNING MUST IE CLOSED AND SECURED TO THE WALL DURING A HURRICANE WARNING OR ALERT.