Loading...
326 NE 92 St (11)Registered Architect and /or Engineer STATE OF FLORIDA, COUNTY OF DADE. ss Disapproved C ...z.) _ . ( Signed) / APPLICATION FOR E �_;IL 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 Ile complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. . Date 1 Z ! 1 , 19.6'1 Owner's Name and Address I X C f leLLE-yi No. 3_2, Street_l i 'E CI Z. o,-q )t io - .dz3 _ t16 . - z, .e.-. 1.1021 Name and address of licensed contractor A) g r . - - L T _ . 1 N to _0 _ ` . Tt l E s , (o $ - o .r).8 Location and legal description of lot to be built on: _ `A Lot__ ___ LoT I O Block �tl il & Subdivision 1 1 i 5 _&V- Street and Number where work is to be done Z Z( 0._,_ ,.E.=....e .5 )d ? s.-re State work to be done and purpose of building (by floors)____ ma .I,,..-e Q-' . .l j_ ,t) (S p S t M Mil N C "061_, New Building Remodeling Addition Repairs To be constructed of_ALi'M Kind of foundation ___0.4 _6 'FOOT/ 'Co Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required_ __Plan Cubage 1 S 1 0 0 71 __ g �����- l�_�lj__- ____ - -- -Size of Building Lot_ -� a� Distance to next nearest buildin J i Maximum live load to be borne by each floor — I hereby submit all s� anand specifi ation for said building. All notices with reference to a building and its construction may be sent to 4 _ --_ 1 _ +c. -- - 1 I 44se ?_V 3_,S.4:71,3 The undersigned applicant for is 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 5986, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub -co actors e • .loyed by him in the work to be performed under this permit; and will post or cause to be pos ins:: ction on the site of work s public notice or notices as are required by the Act. The undersigned agrees to employ only s ch subco actors, on work ti• perfo d 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- peared — — to me well known, 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 / r 2 —2-- Date 7v Date Building Inspector Chairman Member Member Council Approved Date IAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT BN PERMIT PLANNI r BOARD DATE and for no other purpose. No. of Stories 010 Roof Covering lam°= Read, Sworn to and Subscribed before me. Notary Public, State of Florida y 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 $1.00 will be charged when such re- inspection is made necessary by improper IlDtice for inspection or faulty materials and /or workmanship. AA) A Kz+ .e?,(g Vi 114e of Miami Shores JOB ADDR S ,. > G-1- k) . „t: , 2 . INSPECTION -.#- TIME READY i ', - • /C • REMARKS yJ 0 , V, INSPECTOR DATE N9 4210 OWNER'S NAME N4a,.7 krt-t.7 PRESENT ADDRESS SZ` N.E. 'M, "r Sr. LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) 321. N. OE. 92^'� Sr, LOT '. 7 9 "di I. BLOCK V t SUBDIVISION rr /11.OP.... a IL.,* J al"/ GENERAL CONTRACTOR N..,. ',asN4- s ✓ h E/EU7 Q ADDRESS /a'S/ S..✓. 27 a,.r., PHONE NO. LICENSE NO. BUILDING PERMIT NO. MPS" DATE (I- - G I PERMIT FEE $ BUILDER'S BOND NO. DATE ZONE REQUIREMENTS CU. FT. PLAN CUBE sLcT CU. FT. EST. COST $ V'• •a DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: W • a• ZPo. I P L DAT= / I - ((. (o, NEW CONSTRUCTION TYPE Opeh+ Poi,(, STORIES ° ^e ROOF CONSTRUCTION ?... l4. a+, . INTERIOR CONSTRUCTION ex P.J e % �...... _ REPAIRS DESCRIPTION OE., Aar c...4 "go.7toA, 42.• II ( •Tl / SCAJfa t'nQCat 04. tr /I P'ii ALTERATION � DESCRIPTION / +ttTtl�; a 4 -c-kk� /4E /WO Con ✓ .7 1 7 G,A,,iLAGc 'G� . v''4 17.41Dr.. ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD U (2 I i - 4 . - ZQ' .1 C{I41 p T ADOtz(O*( - A0.T... S"t rto/'Q SUBMITTEn TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. I ISSUED BY TO BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE INSPECTIONS DATE BY INSPECTIONS DAT V BY FOUNDATION I ROOF SEPTIC TANK BEAMS & LINTELS $ ROUGHING POOL FRAMING SOLAR HEATER AIR COND. $ FINAL GAS RANGE CONN. CLEAN UP $ SLAB S INSPECTIONS DATE SLAB RE- INSPECT BY RE - INSPECT BY SPECIALS PERMITS PERMIT NO. 1 DATE FEE RE- INSPECT TEMPORARY SERVICE 1 $ SEPTIC TANK I $ ROUGHING SEWER $ SOLAR HEATER $ GAS RANGE CONN. $ S INSPECTIONS DATE BY RE- INSPECT BY RE - INSPECT BY ROUGH ING TUB & TOP OUT SEWER SEPTIC TANK SOLAR HEATER FIXTURES GAS ELECTRICAL PERMITS & INSPECTIONS CONTRACTOR Lev •T Z E1 EC.72. a PHONE PERMIT NO. 1 1i(3 1f I DATE P I C - /4* FEE $ r NEW BLDG. 1 ALTERATION 1 ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. GJ.tOoa+Jil -I et_ . ,c,, A.4.. 4115.4 Wtif - • RANGE CONN. $ MOTORS $ FIXTURES $ 0 4 INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT' BY TEMP. SERVICE ROUGHING H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL BUILDING INSPECTIONS Plifia') x°7"5"7 CONTRACTOR PERMIT NO. NEW BLDG. PLUMBING PERMITS & INSPECTIONS DATE 1 ALTERATION 1 ADDITION PHONE FEE $ REPAIRS APPROVAL TO POWER CO. FOR SERVICE DATE BY To whom it may concern I.Harry Kelley take full responsibility for the Screen Wall being eight feet from Mrs. Genter 's line. Miami Shores , Fla. March 9,1970 70 N. E. 135TH STREET N. MIAMI, FLA. 33181 3 7* Aire m Lite Industries Inc. 5050 E 11 Ave. Hialeah, Fla. JOAQUIN VAZQUEZ REG. PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA NO. 11091 March 21, 1970 PHONE 681 -0283 Gentlemen: This morning an inspection was made by this office at the Screen Enclosure job done at 326 N.E. 92 Street, Miami Shores, To the best of my knowledge the resistance of the floor slab ( n floor slab) is enough to support all the loads from the screen enclousure. That load is small than 500 PSF, so no special reinforcing is necessary due to said screen enclosure, Very truly yours zque z Prof° si. al Engineer No 11091 4. P ODaU O - ADDITIONS Aire —Lite Industries, Inc,, 5050 E. llth Avenue Hialeah, Fla. 33013 Attentiun: Nor. )Phil I4or.row Gentlemen: ttJM: c encl. — Plan & Survey ROOFING - INSULATION NOW IEflPROVEITIEflT co. ESTABLISHED 1939 GENERAL CONTRACTORS ��15 C by gTµ CTROFFT 1831 S. W. 27th AVENUE MIAMI, FLORIDA 33145 142 - 4651 Very truly yours November 28, 1969 Enclosed is our order for screen enclosure for kr. Harry helley, 326 N. E. 92nd St., Miami Shores, Florida. < == " � We have been delayed in sending this to you due to the fact E ��,c' �_ C I F% that Miami Shores required a 10 foot setback. The owner had i „r" • 1 r i been out of town and returned this past Monday and he obtained I 1;4` a variance from the building inspector so that now we are allow — • ed a 7 foot easement on the east side. This will make: the en— e� r� 1 . ' closure ,juut 4" narrower than the original rno: curement• . '�'� Also, there are now two (24 doors and we want to add a third 3 ft. wide soor. The location will be given at the time of final measurements. Please call me and advise how much time you will need to complete this before Xmas. If you need the time right away we can give you the measurement immediately as we have the roof framing up. ALTER LTIONS - REPAIRS (Rev. 8/22/05) Address: 326 NE 92 ST Building Officials Approval: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Certificate of Completion Claudio Grande CBO City Miami Shores State Florida Zip 33138 The following address is issued a Certificate of Completion for a Remodeling Permit No: BP2005 - 467 Date: 7/26/06 This Certificate of Completion is issued for the above address and permit. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.2. However, this certificate does not constitute any representation or warranty. • • • • • • •.• •. .. • • • .. .. • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •.. • • • • ... • • • • • • • • • • . AIR ONE OF S. FL INC. • • • • • • • • • • • • ▪ • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • Mechanical Contractor • • • ••• • • • • 1523 NE 118` Terrace •• • • • •• ••• •• Miami Fl 3311 •. State Lic. a# CA- CO58111 • TEL : (786)3173359/ FAX (305)9819989 • • • • • • • ••• • • CELL : (786) 236- 6186 07 -27-06 To : Miami Shores Village Building Department I Am Requesting The Closing Of Permit # BP05 -467 Because No HVAC Work Has Taken At This Adress :326 NE 92n Street Miami shores Sincerely , eno d Augustave Qualifier For Air One Mabe Commission #DD23198 Expires: Jul 13, 2007 Bonded Thru �4i��tteBendineCo..Inc. 712- OrgaTEVM1 at JUL 2 7 ?'i IP jui B Y: _ rtiLcQ W,v�q� . • • • • • • • • • • • • • • • • • • • MR ENGINEERING CONSULTANTS 280 NW 111 AVE Pembroke Pines Fl 33028 9542986717 EB 9824 • • al • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • D ( -LI" .- r V- • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • CEGvEE JUN 2 9 2025 z ; A ) 13 ) k k (2 tje, ---_)70 VIcr67._ e Project: Page of (-1; Rahimuddin Rahimi PE Certificate # 51484 s 00 00 0 000000 0 0 000000 D 00 • 0 0 • 0 O0 0 0 ••• 0 000••• O 0 0 00•• 0 • ° ° 0 • O 0 0000 0 0 0 000000 0 00 0• o e • 0 • 0000 0 o 0 000••• 0000 0 0 000000 0 0 • 00 0 000 0 0 0 0 0000 0 0 0 • 0000 00•••• • • • 00•••• 00••• • 0 O 0 0 0 • • • • O 0 •• 00•••0 • • • 00•••0 0 MIAMIDADE7 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: e �(Q 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 (13ORA) 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 an Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH- 4000" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. 2736, titled "Alum. Single Hung Window W/ STD. MTG. Rail ", sheets 1 through 9 of 9, prepared, signed and sealed by Robert L.Clark, P.E., dated 04/18/01 with revision "3" 07/01/04, bearing the Miami -Dadc 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: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: 'Miami -Dads 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 # 04-0203.02 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 Herminio F. Gonzalez, P.E., Director, BCCO NOA No 04-0714.06 Expiration Date: September 30, 2006 V Approval Date: September 02, 2004 Page 1 A` DESIGN 2004 PRODUCTS APPROVAL V BY ME ^ l MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 0 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industrit NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 2736, titled "Series "Alum. Single Hung Window W /STD. MTG. Rail" Sheets 1 through 9 of 9, prepared by the manufacture dated 04/18/01 with revision "3" on 07101/04, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports onl) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3654, signed and sealed by Joseph C. Chan, P.E. "Submitted under NOA # 04-0203.02" 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2959, 2960, 2961, 2962, 2963 and 2964 dated various, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0203.02" 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4179 dated April 07, 2004, signed and sealed by Edmundo J. Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM-E 1300, and structural analysis, prepared by PGT Industries, dated 1/8/04, signed and sealed by Robert L. Clark, P.E. "Submitted under NOA # 04-0203.02" 2. Anchor Calculations dated 5/2/2000, last revised on 08/09/2001, prepared, signed and sealed by Robert L. Clark, P.E. "Submitted under NOA # 04-0203.02" v 4). B -1 Herminio F. Gpnzalez, P.E. Director, Building Code Compliance Office NOA No 04- 0714.06 Expiration Date: September 30, 2006 Approval Date: September 02, 2004 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated May 11, 2001, signed by Robert L. Clark, P.E. "Submitted under NOA # 04- 0203.02" 2. Statement letter of no financial interest, dated May 11, 2001, signed by Robert L. Clark, P.E. "Submitted under NOA # 04- 0203.02" 3. Laboratory compliance statement as part of test reports for Test Report no. FM-2959, 2960, 2961, 2962, 2963 and 2964, issued by Fenestration Testing Laboratory, Inc., signed and sealed by signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04 0203.02" 4. `Expedite" file review request dated July 23, 2001, by PGT, signed by Robert L. Clark, P.E. "Submitted under NOA # 04 0203.02" 5. Statement letter of conformance and no financial interest, dated July 08, 2004, signed by Robert L. Clark, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). 2. Notice of Acceptance No. 04 - 0203.02, issued to PGT Industries, Series SH -4000 Aluminum Single Hung Window, approved on April 22, 2004 and expiring on September 30, 2006. E -2 �1:(Z •� Herminio F. Gonzal P.E. Director, Building Code Compliance ce NOA No 04- 0714.06 Expiration Date: September 30, 2006 Approval Date: September 02, 2004 IN ndsm Width 15140ew Might - Window HAW _ _ -_ 26.000 (4) 30.000 (4) 35.375 (4) 60.820 (4) 63.000 (6) 76.000 ( . ° � ) P. M0 p06 008 Po* a8 506 a6 Pea a0 11.726 (31 435.00 56.51 435.00. 80.67 431-60 56..57 41466 60.67 -7101 86.67 24.000 (2) 430.00 55.47 436.00 5667 4 58.26 58-67 4603 6667 1 43.64 68.67 26.600 (2) 403.00 55.67 -13600 56-67 -17165 66.67 4111 0667 40.58 55.07 32.000 (3) 436.00 65.67 -130.00 50.67 42105 08-67 •6600 56.67 4641 60.41 37.000 40.000 (3) (3) T T S S -- -- 41674 -16104 44000 (3) 40.000 (3) 51125 41) -- - - -- - - 44000 (3) 46-60 -74.72 40.000 (3) 13.121 (4) 1 .70 66.67 .65.36 60.57 6847. 40.60 5607 .55.00 .,. • , I Mhdnw 101515 15140ew Might 26.000 (4) 38.776 (4) 60.626 (4) 63.000 (6) - 78000 (5) 505 w 566 90* Eft Pa mm 5 a5 Pon 18.156 (2) 420.00 5657 42000 88.07 420.00 65.07 4405 66.07 •72.01 5667 24000 (2) 420.00 55.67 .425.00 565► -17600 55.67 4441 50.07 .5144 66-67 21.600 (2) 470.00 5667 470.00 55.57 .120.00 5067 42.11 50.57 4045 55.04 36.600 (3) 420.0 68.67 .120.00 5897 .101.70 6667 40.04 86.67 4181 51.26 37.000 (3) 1111 1111 1114 1111 -- -- 40000 (3) 44000 (3) 40.000 (3) 51125 41) 417.70 - 50.67 45.75 5547 .0.00 5647 4740 47.0 4140 41 40 8 1 a 5" ce MAX. W o ag 10" 0 MAX. Z U � 4 X. HEIGHT 76.000" 49.125" - CENTERUNE OF MEMO RAIL - MAX. VENT DAYLIGHT OPENING - -al 48.125" 1 MAX. WIDTH 53.125" MAX. FIXED LITE PENIN NON - IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2959, 3/16" TEMPERED, 53.125 x 76.000 6) F7L -2960, 3/16" ANNEALED, 53.125 x 76.000 ® C) FTL -4179, ALTERNATE SILL 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS .3.) SEE SHEET 2 OF 9 FOR SECTION DETAILS MAX. FIXED LITE HEIGHT FROM BOTTOM OF MEETING RAIL .reoptieVRAir Lizoniviramoreak }(glop MAX. FIXED LITE DAYLIGHT OPENING 34.500" MAX. VENT DAYLIGHT OPENING 3/16" GLAS 34.500" Revd 67: 0045 &Meld s: F.K. 37/01/04 C -ADD ALT. SQL, NOTE 1 3/16 GLAZING DETAIL Rmd 1070 TECHNOLOGY ORIVE NOKOMIS, FL 34275 GLASS, 344576MP6150 010. 3467NN2AL80 COMPARATIVV ANY.T6t5 Ilona 1.111..191..97 (1 den6ehdd.a *..".4 11 .Soho" 0637 61M4 241N1r088 06161" Boab Mood oa Co.p.m1m4 Awi4W and 01.05 T.bi. A6fl181300. 34 P*61t115 051150 Load. based 0, Cs.,p..516 Anibal 608 Waif Thug 9743 4) Ilmotom .0.w M0 mamma a3-1 6 p0051.(Ma mows* 1.ryM0554b$te01041.v.) 5.) Aachen OAS' 45x. bo..6er comer wad 60' min on.1nwr 511.041..50.4 raa Mim ember ep*tlas o11 r 66Jumbo NW 1110 at bead and Mt. Oro MN: F.K. .375 MIN. GLASS BITE F.K. 11/03/0.3 9 CHG THIS SHT Rand lite pot= Rrrltionw F.K. 8/31/1 A- REDRAWN Dat. 8/01 Deseriptlow FLANGED W/ 3/16T OR .3/16A GLASS 771. 2650 ALUM. SINGLE HUNG WINDOW W/ STD. MTG. RAIL SrM/Vod•t Soot: Shpt nooks, Na Rev: K P.O. MISS. Fl. 34274 SH -4000 NTS 1 , 09 , 2736 C MAX. HEIGHT — MAX. FIXED LITE VERTICAL SECTION MAX. FIXED LITE DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING • T INDUSTRI MAX. DAYLIGHT OPENING MAX. DAYLIGHT OPENING MAX. WIDTH HORIZONTAL SECTION NON— IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE 8) FT —2960, 3/16" 6" ANNEALED, 53.125 x 76.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS Dram By. F. f Sc Rood By. F.K. Rood By: F.K. Raved By: F.K. Daft: 77/01/04 Dote: 11/03/03 Dots: 8/31/1 4/ 8/01 Rr bbas: REDRAWN 2.000" C — ADD ALT. SILL, ITEM .32 B D 1/2" I.G. GLASS AND GLAZING BEAQ S CTIONS FROM SHEET 1, 3/16 CLASS ALUM. SINGLE HUNG WINDOW W/ STD. MTG. RAIL wk. PE. 1070 MONOLOG( DRIVE P.O. BOx 1529 s°""/I'°d° Scds: Slgst' Droving Na Roo 9712 '4Oi OMIS. Ft 34275 NOKOMIS. FL 34274 SH -4000 NTS 2 d 9 2736 C 90vctural —" — •. - .55. 511610 37000 - +- MAX FIXU3 UIE WIGHT avow 33.000 5144851 511451 51100.51 H444 1600014 36374 H) -- -- o/ • - _- CENTERLINE OF MEETING RAL - - -- Poe 000 Pea X1/ Poo 659 Lw4 666 " 580 16.115 (3) MAX. 5901(4 53.125 --- - - CENTFRUNE 102' MONO RAIL WAIL VENN 747U5147 OPENING 1.) TEST 14X. 5703 LIIE DOUGH( OPENING 48.125 MAX AONE 048017 (547450 46125 MAX. 9057 DAYLIGHT OPINING 31475' 1 MA[ 5003 LRE MGM I 37 48x. 57500 UIE 5554271 W . 510 UTE 01R1Q4 OPENING 26.077' MAIL VENT MM16M OPENING 28.000' WX. 5003 LIIE O MOM 13.71134 31 /6' FTL -2961 N ON - IMPACT WINDOW$ REPORT, GLAZING, MAXIMUM SIZE A) F7L-2983, is DOUBLE L S7R N ED 37000 x 76.000 ®C) FTL -4179, ALTERNATE SILL 2.) SHUMNS ARE REQUIRED AT ALL /NSTAUATIONS J.) PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI -DADE COUNTY 4.) SEE SHEET 4 OF 8 FOR SECTION DETAILS FTL -29 854384 055AHIYM00 777. 7467 Mob= Meth ,bus (8) 14.000 {t) 88.500 a) 10ta8ew 041552 2600014 pop - 7500 5567 - 7540 43.57 40.00 5647 21406 (7) 45.60 6547 27460 (3) -moo 6847 7527661 .75.00 -70.60 .75.66 4744 40440 5657 86.117 5657 5650 /66394 4500 .7606 .7600 47.10 4648 Pa 6647 1047 5847 0847 4646 63.600 (6) 45.48 4566 .8660 pea M67 6667 0440 4680 1660 43.70 43.70 0OUP54ATIV2 AR4L7$0 N672o 101111•4 Lode bawd ea 546pr6050 Analyse and 0483 780105570 55300. 3.) 4751106 05610114848 58884 442484610056 Asbeb rtl Walr 741 Moor. 4) 140004 r0 Gar 550 Nerd. v 3110 78146 OM2 14~4 0,45 M wed 1/5068 5 44 8151506 244 mat. tram 165 1 0040 184 0.601 am. M 0050 0866 ,1 .8,1515 806 1566. e11dv 0460100,1101 81 43814 02. or at head 2.4 M. Rem, Bp 0054 1/8 GLAZING DETAIL Ra F.K. 10/03/03 Rom! er Data: F.K. 8/31/1 ■ INDUSTRIES 0row1 F.K. ' 4/ 8/01 FLANGED W/ DSB GLASS listaienor C--ADD ALT. SILL, NOTE 1 RMOiOV: 8 -NO CHG THIS SHT REDRAWN ALUM. SINGLE HUNG WINDOW W/ STD. MTG RAIL Robed P.E. 1070 TECHNOLOGY DRIVE P.O. 00x 1529 +/Wd+A Scds Sh.eb Qe0615 Na Rem. PE 2 .. NOI(OM00. 5L 34275 NOKOL05 f1 34274 SH -4000 NTS 3 9 2736 C 040551 ma AW504L80 rn. NM 5144851 511451 51100.51 H444 1600014 36374 H) 66425 (4) 03.00o (1) 75.00014 M6 Poe 000 Pea Nee Poo 659 Lw4 666 " 580 16.115 (3) -7540 5667 .7600 56.67 .7600 66e7 4676 51.57 43.81 43.81 24000 (2) 4500 5845 .75.00 5847 .74.60 5667 x651 5645 .70.15 36,e 75400 (7) - 7600 5547 .7500 56.57 -7600 5607 3..21 48.27 40.43 76.43 32.000 (3) -7600 58.117 47.80 41.67 .4740 6667 460! 4841 43.66 73.86 37.000 (3) 4600 5547 4640 8660 +10.00 48.50 43.70 43.70 4242 23.07 45.000 (3) -75.06 58.67 42.50 47.60 -65.80 4630 4020 45.70 43.00 33.00 44.000 (3) - 7500 8 607 .47.55 4740 4600 40.00 4570 3830 43.40 32.50 46000 (3) - 7600 16.57 45.10 45.50 -3670 7670 47.70 3170 Pi .70.50 79.40 43.135 (4) -7640 6657 .4.30 4320 .3660 30.85 -76.70 2675 I 45740 2740 MAX. 5901(4 53.125 --- - - CENTFRUNE 102' MONO RAIL WAIL VENN 747U5147 OPENING 1.) TEST 14X. 5703 LIIE DOUGH( OPENING 48.125 MAX AONE 048017 (547450 46125 MAX. 9057 DAYLIGHT OPINING 31475' 1 MA[ 5003 LRE MGM I 37 48x. 57500 UIE 5554271 W . 510 UTE 01R1Q4 OPENING 26.077' MAIL VENT MM16M OPENING 28.000' WX. 5003 LIIE O MOM 13.71134 31 /6' FTL -2961 N ON - IMPACT WINDOW$ REPORT, GLAZING, MAXIMUM SIZE A) F7L-2983, is DOUBLE L S7R N ED 37000 x 76.000 ®C) FTL -4179, ALTERNATE SILL 2.) SHUMNS ARE REQUIRED AT ALL /NSTAUATIONS J.) PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI -DADE COUNTY 4.) SEE SHEET 4 OF 8 FOR SECTION DETAILS FTL -29 854384 055AHIYM00 777. 7467 Mob= Meth ,bus (8) 14.000 {t) 88.500 a) 10ta8ew 041552 2600014 pop - 7500 5567 - 7540 43.57 40.00 5647 21406 (7) 45.60 6547 27460 (3) -moo 6847 7527661 .75.00 -70.60 .75.66 4744 40440 5657 86.117 5657 5650 /66394 4500 .7606 .7600 47.10 4648 Pa 6647 1047 5847 0847 4646 63.600 (6) 45.48 4566 .8660 pea M67 6667 0440 4680 1660 43.70 43.70 0OUP54ATIV2 AR4L7$0 N672o 101111•4 Lode bawd ea 546pr6050 Analyse and 0483 780105570 55300. 3.) 4751106 05610114848 58884 442484610056 Asbeb rtl Walr 741 Moor. 4) 140004 r0 Gar 550 Nerd. v 3110 78146 OM2 14~4 0,45 M wed 1/5068 5 44 8151506 244 mat. tram 165 1 0040 184 0.601 am. M 0050 0866 ,1 .8,1515 806 1566. e11dv 0460100,1101 81 43814 02. or at head 2.4 M. Rem, Bp 0054 1/8 GLAZING DETAIL Ra F.K. 10/03/03 Rom! er Data: F.K. 8/31/1 ■ INDUSTRIES 0row1 F.K. ' 4/ 8/01 FLANGED W/ DSB GLASS listaienor C--ADD ALT. SILL, NOTE 1 RMOiOV: 8 -NO CHG THIS SHT REDRAWN ALUM. SINGLE HUNG WINDOW W/ STD. MTG RAIL Robed P.E. 1070 TECHNOLOGY DRIVE P.O. 00x 1529 +/Wd+A Scds Sh.eb Qe0615 Na Rem. PE 2 .. NOI(OM00. 5L 34275 NOKOL05 f1 34274 SH -4000 NTS 3 9 2736 C MAX. HEIGHT — MAX. FIXED LITE 2.129" VERTICAL SECTION MAX. FIXED LITE DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING G'( Robert '(. (]art, P.E. • • PE 169712 • Rfmrmra T ■ INDUSTRIES W70 TECHNOLOGY DRIVE NOKOMIS, FL 34275 MAX. DAYLIGHT OPENING MAX. DAYLIGHT OPENING MAX. WIDTH HORIZONTAL SECTION Read 8y: Date: F.K. 77/01/04 Road es Date: F.K. ]1/03/0) Read lb: Date: F.K. 8/31/1 C—ADD ALT. SILL. I1EM .32 {Waddle: CH6 THIS SHT REDRA 2.000" NON - IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2961, 1/8 DOUBLE STRENGTH ANNEALED, 53.125 x 76.000 B) FTL -2963, 1/8 DOUBLE STRENGTH ANNEALED, 37.000 x 63.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 0104." By. Dot.: F.K. 4/18/01 SEC TIONS FROM SHEET 3, 1/8 GLASS TAM ALUM. SINGLE HUNG WINDOW W/ STD. MTG. RAIL Soak: `tame amon too a4.,a NOKOMIS.FL 34274 SSH -4000 NTS 4 a 9 2736 C 422 46.7W MAX. NOWT 70.000 W t0• 101 au. MOM 33.125" -- -- GOt1ER6NE W MEETING PA. 5" 451 OF 41 P f> 2J 003. nxm LITE 0A7UOtT OPENING 2.7 30 017UG T OPENING OPE 20.750 1.) I WJ 1102D UTE OA7U01IT M04NG 49.126 VEN 103. T DOUGNT 0147160 46.000" M MAX. MO 37.000" - CENTEN NE OF 0001040 RM. ovum) 060060 MAX. VENT 00.11104) OPENING 31373• 1 NEIGIO 'RCN Of 34 103. NQO 415) UTE 00)10 041)170 33.000" 043 VENT 032/24 OPENING 32.000 UTE MY 0)1 YQ 0 PAL 7 /6• FTL -2962 NON - IMPACT WINDOW$ TEST REPORT, GLAZING, MAXIMUM SIZE A F7L -2962, 3/32` SINGLE STRENGTH ANNEALED. 53. 23 x 48.750 9) FT1-2964, 3/32" SINGLE STRENGTH ANNEALED, 37.000 x 70.000 ® 9) FTL -4179, ALTERNATE SILL 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 3.) PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MANI -DACE COUNTY 4,) SEE SHEET 8 OF 8 FOR SECTION DETAILS UTE YCEI61G /2' FTL-2964 INDUSTRI PE ' P.E. 1070 TECHNOLOGY DRIVE P.O. 130% 1529 rc in 9712 NOKOMIS, FL 34275 NOKOMIS, FL 34274 00.441 336 /00451110 PM. 3004 N 0tlN h1 4929 6447 4720 60.01 40.70 727 40.00 40.67 4470 4440 39.30 4610 4440 43.00 40.40 3410 40.60 4340 34.49 4440 4120 4470 41.10 4440 41.44 3479 31.10 -00.10 .76.00 0667 .7020 10.121 00 3-000 (2) 24.000 11) 32200 (3) 4470 37.000 044360 550199 51000 (4) 360 p/4 4460 36.376 M) 110.0 .76.00 30.055 (4) 64e 43.7 06.47 03.000 (4) 70.000 00 616 PO N1e 4679 4470 4220 40.44 47.15 43.40 3664 37.13 4320 3307 25.10 40104114111111 I0NLL7NS 10730 >W 66043600010 0006 M C. ups 04 s Assbd6 ono Ow. Theo 0030 H 300. 3.) P. 0036 m.br teal. 006/ 36 09544.46.6 Ambab 1154 134471341 016160. 4.) Non4 s 416 for 610 6616311 ef arm- 7630366.4413 Grew may be 46151111 0 17 7 4) 6.) 459195 gar se. from 61196 /.meal 42r se. co either deb a ..ra.e. OEM. .1/4+05666 0414' aloe 36430 et 4m and 10. T ■ Dom By: 3/32 GLAZING DETAIL. F.K. Rayed Br Date: F. K. 97/01/04 05,04 Br, Pate: F.K. 10/03/03 Rene er De. F.K. 8/31/1 4/ 8/01 FLANGED W/ SSB GLASS • 3«Ye/AtodM: SH -4000 6906613 C -ADD ALT. SILL, NOTE 1 Religions: B -NO CHG THIS SHT REDRA ALUM. SINGLE HUNG WINDOW W/ STD. MTG. RAIL s0 5 NTS 5 a DrowNp 2736 Row C MAUI 130 A14P36A140 P11. 2062 Windom 7114)3 33542.110 810 . r 25.000 M) 36.370 M) 40.750 (4) 650 pal tie pal 2710 P 10.126 ( .70.00 55.57 46.00 56.44 46.70 36.70 34400 W 7020 5667 4645 6640 4641 30.01 26.600 40 46.00 0657 46.40 00.44 46.00 20.00 31.000 (3) 40.70 00.41 40.00 4600 4600 3320 37.000 (3) 43.70 40.07 40.30 3420 4200 35.00 40.000 (3) 447 66/7 444-00 3460 43.00 33.00 44.000 (3) 4400 007 4020 3420 4020 3460 40000 (3) 47.60 0661 47.70 27.70 4470 2470 02124 (4) 4600 0640 40.00 25.110 4260 3240 422 46.7W MAX. NOWT 70.000 W t0• 101 au. MOM 33.125" -- -- GOt1ER6NE W MEETING PA. 5" 451 OF 41 P f> 2J 003. nxm LITE 0A7UOtT OPENING 2.7 30 017UG T OPENING OPE 20.750 1.) I WJ 1102D UTE OA7U01IT M04NG 49.126 VEN 103. T DOUGNT 0147160 46.000" M MAX. MO 37.000" - CENTEN NE OF 0001040 RM. ovum) 060060 MAX. VENT 00.11104) OPENING 31373• 1 NEIGIO 'RCN Of 34 103. NQO 415) UTE 00)10 041)170 33.000" 043 VENT 032/24 OPENING 32.000 UTE MY 0)1 YQ 0 PAL 7 /6• FTL -2962 NON - IMPACT WINDOW$ TEST REPORT, GLAZING, MAXIMUM SIZE A F7L -2962, 3/32` SINGLE STRENGTH ANNEALED. 53. 23 x 48.750 9) FT1-2964, 3/32" SINGLE STRENGTH ANNEALED, 37.000 x 70.000 ® 9) FTL -4179, ALTERNATE SILL 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 3.) PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MANI -DACE COUNTY 4,) SEE SHEET 8 OF 8 FOR SECTION DETAILS UTE YCEI61G /2' FTL-2964 INDUSTRI PE ' P.E. 1070 TECHNOLOGY DRIVE P.O. 130% 1529 rc in 9712 NOKOMIS, FL 34275 NOKOMIS, FL 34274 00.441 336 /00451110 PM. 3004 N 0tlN h1 4929 6447 4720 60.01 40.70 727 40.00 40.67 4470 4440 39.30 4610 4440 43.00 40.40 3410 40.60 4340 34.49 4440 4120 4470 41.10 4440 41.44 3479 31.10 -00.10 .76.00 0667 .7020 10.121 00 3-000 (2) 24.000 11) 32200 (3) 4470 37.000 044360 550199 51000 (4) 360 p/4 4460 36.376 M) 110.0 .76.00 30.055 (4) 64e 43.7 06.47 03.000 (4) 70.000 00 616 PO N1e 4679 4470 4220 40.44 47.15 43.40 3664 37.13 4320 3307 25.10 40104114111111 I0NLL7NS 10730 >W 66043600010 0006 M C. ups 04 s Assbd6 ono Ow. Theo 0030 H 300. 3.) P. 0036 m.br teal. 006/ 36 09544.46.6 Ambab 1154 134471341 016160. 4.) Non4 s 416 for 610 6616311 ef arm- 7630366.4413 Grew may be 46151111 0 17 7 4) 6.) 459195 gar se. from 61196 /.meal 42r se. co either deb a ..ra.e. OEM. .1/4+05666 0414' aloe 36430 et 4m and 10. T ■ Dom By: 3/32 GLAZING DETAIL. F.K. Rayed Br Date: F. K. 97/01/04 05,04 Br, Pate: F.K. 10/03/03 Rene er De. F.K. 8/31/1 4/ 8/01 FLANGED W/ SSB GLASS • 3«Ye/AtodM: SH -4000 6906613 C -ADD ALT. SILL, NOTE 1 Religions: B -NO CHG THIS SHT REDRA ALUM. SINGLE HUNG WINDOW W/ STD. MTG. RAIL s0 5 NTS 5 a DrowNp 2736 Row C 10 HEAD EXTRUSION .062 1.462 r © JAMB EXTRUSION 1.139 .06� 2.000 1 .062 2.600 0 SASH TOP RAIL EXTRUSION SASH BOTTOM RAIL EXTRUSION REFERENCE TEST REPORTS: FTL -2959, FTL -2960, FTL -2961 FTL -2962, FTL -2963, FTL -2964, FTL -3654 & FTL -4179 2.100 j .676 050 . 500 L 2.050 ® SILL EXTRUSION L .050 .063 .083 2.100 .676 fJ T CI ALT. SILL EXTRUSION ® STANDARD MEETING RAIL �4 WL3�1�. St, await/ .750 ITEM 1 2 3 4 5 6 7 8 9 /8 FLANGED FRAME HEAD 62703 6063 —T6 FLANGED FRAME SILL 62704 6063 —T6 FLANGED FRAME JAMB 62705 6063 —T6 FIXED MEETING RAIL 6534521 6063 —T6 x 1.000 QUAD PAN HEAD SMS 781P0 SPENCER OR SASH TOP RAIL 6534522 6063 —T6 SASH BOTTOM RAIL 6534523 6063 —T6 SASH SIDE RAIL 6534524 6063 —T6 SASH STOP 10 SASH CAM INSERT (LH. & R.M.) 11 18 x .7.50 OUAD PAN HEAD SMS 12 WEATHERSTRIP, VINYL BULB W /LEAF 13 SWEEP LATCH 14 /8 x .625 PHILLIPS FIAT HEAD SMS 15 BALANCE 16 17 18 31 32 SWIGGLE FLANGED FRAME SILL T ■ NDUSTRIES t070 TECHNOLOGY DRIVE NOKOMIS. 9. 34275 DESCRIPTION PGT # VENDOR SASH SIDE plum &yr F.K. 66387 6063 —T6 42800 PGT 7834PA SPENCER 01? = 6TP249 TEAM PLASTICS 71096 MINIATURE DIE CASTING 7858 SPENCER OR = CALDWELL WEATHERSTRIP, .187 x .270 AN 61062 TEAM PLASTICS WEATHERSTRIP, .187 x .200, FIN 67919 SCHLEGEL BALANCE TAKE —OUT CLIP 7121 UM CALDWELL 19 SILICON GLAZING SEALANT 62899 DOW, GE 01? EQUAL 20 558 3/32" ANNEALED GLASS 21 DSB 1/8 ANNEALED GLASS 22 SS8 & DSB GLAZING BEND 65200 FLORIDA SCREEN OR = 23 3/16" ANNEALED GLASS 24 3/16" TEMPERED GLASS 25 3/16" GLAZING BEAD 65196 FLORIDA SCREEN 01? = 26 18 x 1.000 QUAD PAN HEAD SMS 781P0 SPENCER OR = 27 1" x 1.5" OPEN CELL FOAM PAD 28 SCREEN ASSEMBLY 29 1/2" LG. GLASS (1/8 A,1/4 5,1/8 A) 30 INSULATED GLAZING BEAD 1253 TEAM PLASTICS RAIL EXTRUSION .562 62751 6063 —T6 .926 .050 1.187 Rated fir Date: Rw(Nun.: F.K. 77/01/04 C —ADD ALT. SILL„ ITEM 32 Rood e. Paw Rotolo= F.K. 11/03/03 B —ADO ITEMS 29. 30 & 31 Rnad t>.: Det.: R.N.bna F.K. 8/31/1 REDRAWN 4/16/01 PROFILES & PARTS LIST VENDOR # 334521 534522 534523 .x,34524 AF -6387 TP -249 PGT.214.XX FS7826 -187 FS7919 -187 05 -200 05 -196 iitls: ALUM. SINGLE HUNG WINDOW W/ STD. MTG. RAIL Rsr. SMU/Nodea Sea.: Shoot Drawing No. NOK °FL SH -4000 NTS 7 "9 2736 C TYPICAL HEAD CONFIGURATIONS 2 x WOOD BUCK 1.250 810 PANHEAD OR 812 PANHEAD NOTES: 1.) REFERENCE TEST REPORTS: FTL -2959, FTL- 2960, FTL-2961, FTL -2962. FTL -2963, F7L -2964 2.) ANCHORS ARE 110 SCREWS OR 3/16" TAPCONS. ( {12 SCREWS MAY BE USED INSTEAD) 3.) ANCHORS ARE LOCATED 5" FROM EACH CORNER AND 5" MAXIMUM ON EITHER SIDE OF MEETING RAIL. MAXIMUM ANCHOR SPACING OF 16" AT JAMBS AND 20" AT HEAD AND SILL /10 PANHEAD OR 812 PANHEAD TYPICAL SILL CONFI F .250 . 1.250 250 � YAX. 1.250 2 x WOOD BUCK GURATIONS r.i INDUSTRIES TYPICAL JAMB CONFIGURATIONS 810 PANHEAD OR 812 PANHEAD Drawn Dy: F.K. 7HY: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 Rem/ Br• F.K. R..sd Br. F.K. Rend BJ F.K. .277 MAX. Dar: 77/01/04 Dais: 11 /03/03 Dar 8/31/1 Cox 4/18/01 RMda>.: REDRAWN 1.384 2 x WOOD BUCK Redslon.: 8 -NO CHG THIS SHT 1 Re dmx C —NO CHG THIS SHT ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW W/ STD. MTG. RAIL SonsoiYoder. S. Sheet Dro.1q rb any SH -4000 NTS 8 09 2736 C z • 5" • MAX. W g 10" ( 2 MAX. AX. HEIGHT 76.000" - CENTERLINE OF MEETING RAIL - 49.125" o -1 i 1 I MAX. WIDTH 53.125" MAX. FIXED UTE MAX. VENT DAYLIGHT OPENING 48.125" NON - IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTC-3654, 1/2" I.G., 53.125 x 76.000 (1/8" ANNEALED, 1/4" AIR SPACE, 1/8" ANNEALED) ® 8) FTL -4179, ALTERNATE SILL 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 3.) SEE SHEET 2 OF 9 FOR SECTION DETAILS MAX. FIXED LITE HEIGHT FROM BOTTOM OF MEETING RAIL 37 5/8 MAX. FIXED UTE DAYLIGHT OPENING 34.500" MAX. VENT DAYLIGHT OPENING 34.500" Robert •3atk.P.E. • PE 1139712 • rmcenn.l (1 UNPARATW8 ANALYSIS r0w GLASS: VT 1.0. Wass (WA, 114 Alr 8panq (11A) P11. 3654 Window Width 19.125 (2) 24.000 (2) 26.500 (2) 32.000 (3) 37.000 (3) • 40.000 n1 44.000 (3) 48.000 (3) 93.125 (4) Window Height 50.025 (4) S ep pa 26.000 (4) M8 Pa •135.0 435.0 -130.0 .135.0 438.0 435.0 433.0 •120.2 407.0 56.7 567 56.7 86.7 56.7 58.7 567 267 50.7 35.375 (4) rap Pee 435.0 435.0 435.0 422.0 401.7 44.6 454 41.3 -77.6 567 56.7 56.7 56.7 56.7 56.7 56.7 96.7 56.7 .119.9 413.0 412.7 403.3 40.3 - •M.8 -72.1 463 46.7 66.7 06.7 56.7 56.7 56.7 56.7 56.7 567 55.7 83.000 (6) nog pee .660 -77.1 -74.6 .72.8 .72.6 .72.4 48.0 40.7 43.4 66.7 56.7 55.7 68.7 56.7 55.7 - 96.7 58.7 53.4 76.000 (6) nee 7 pea -88.4 ,47.9 45.0 41.3 40.0 .50.0 0 40.0 40.0 .40.8 COMPARATIVE ANALYSIS NOTION 2.) MpMla+ Oa19a Loads bated an ConperUvo Analysis sad Wass Tablas A81M 51700.00. (and AWNS 130044 oat** Mlad.a6 County) 3.) PostO.. Design Loads based on Water ta0 Prewar. and 01wp Tablas ASTM 8130046 (ad AWN 1130044 outside 55a 0.0.de County) 4) Nsabas we far IMO Wares or WIC ThPoaa. (912 sa.are may be need hefted d et NOV s) Aeebess 0.00 anr. Now swat arnr and 6.00" ma on NOW side of eraen5 ran. N .aeabr Medea .r 15' M )a0bs and 20' M bad a,d stn. 29 1/2" 1/8" ANNEALED GLASS 1/2" 1.G. GLAZING DETAIL • INDUSTRIES 1/4" AIR SPACE 1/8" ANNEALED GLASS Drew" Ry: F.K. 1070 TECHNOLOGY DR118. P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 3/8 MIN. GLASS BITE Raved By: F.K. Read By: F.K. Dew 77 /01/04 11/03/03 0a 4/ 8/01 Sr: SH -4000 NTS Stet 9 "r 9 56.7 55.7 96.0 51.3 60.0 10.0 00* ea. 2736 60.0 00.0 49.0 Revisions: ALT. SILL. NOTE 1 8AD NEW SHT FOR 1/2" I.G. FLANGED W/ 1 /2 ' I.G. GLASS Rlb: ALUM. SINGLE HUNG WINDOW W/ STD. MTG. RAIL Raw. C BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 0170 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101' Outswing Aluminum French Door APPROVAL DOCUMENT: Drawing No. 944, titled "Aluminum French Door ", sheets 1 through 5, prepared by manufacturer, dated 9/5/97 with revision "G" dated 04 /23/04, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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- 0625.01 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 Ilerminio F. Gonzalez, P.E., Director, BCCO DESIGN 2004 PRODUCTS APPROVAL QUIREMENT BY DATE 04- 0203.01.max M1AMl -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 04- 0203.01 Expiration Date: July 22, 2007 Approval Date: December 23, 2004 Page 1 95 /2" MAX. HEIGHT 36" ® - 16" MAX. O.C. 6' MAX. 37 1/2" MAX. WIDTH 25 11/16" MAX. DOUCHE OPENING ■ ■ ■ 2 POINT • LOCK OPTION X 6" MAX. --i _ 13 1/4' I(� HINGE ® 15" MAX. 0.C. 1 CENTERLINE TYP. HEAD & SILL NON - IMPACT DOORS 13 1/4' - HINGE CENTERLINE 1 47 3/4" HINGE CENTERLINE 84 5/8' MAX. DAYLIGHT OPENING 95 /2' MAX. HEIGHT 25 11/16" 4' ® 15' .- MAX. DAYLGHT .- 1 F- 6' MAX. - OPENING I r 13 1/4" HINGE LOC. 36' 13 1/4' HINGE CENTERLINE - TYP. BOTH JAMBS 71 3/4" MAX WIDTH 1 ♦ / ■ L 5 . X 1.) GLAZING: 3/16 TEMPERED OR 5/8" I.G. (3/16 TEMPERED, 1/4" NR SPACE. 3 /16 2.) CONFIGURATIONS: X. XX 3.) DESIGN PRESSURE RATING: SEE TABLES A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 4.) ANCHORAGE FOR HIGH VELOCITY HURRICANE ZONE H6O. MAX. 6' FROM CORNERS AND MAX. 15' 0.C.. (XX ONLY) AN ANCHOR AT THE MEETING RAIL CENTERLNE AND MAX. 4' EACH SIDE SILL: MAX. 6" FROM CORNERS AND MAX. 15' 0.C.. (XX ONLY) AN ANCHOR AT THE MEETING RAIL CENTERLNE AND MAX. 4' & 8" EACH SIDE Jain MAX. 6' FROM CORNERS AND MAX. 16' O.C. (STAGGERED - SEE SHEET 4) (FOR ANCHORAGE REQUIRED OUTSIDE HIGH VELOCITY HURRICANE ZONES. REFER TO APPUCA8LE TEST REPORT 5.) MIAMI-DADE COUNTY APPROVED HURRICANE PROTECTIVE UNIT IS REQUIRED. 6.) SEALANT TO BE APPUED AROUND FRAME & PANEL CORNERS, DEAD BOLT & LEVER HANDLE. 7.) REFERENCE TEST REPORTS: FTL -2333 & FTL -3652 8.) SEE SHEET 2 FOR SECTION DETAILS. 9.) SEE SHEET 3 FOR I.G. GLAZING DETAIL. • • • • • • • • • 2 POINT •♦ LOCK OPTION Robert L Clark. P.E PE 139712 Stnxivrol X / / 13 1/4' HINGE - CENTERLINE TYP. BOTH JAMBS 47 3/4' HINGE CENTERLNE TYP. BOTH 6' JAMBS MAX. 0.C. 15" MAX. O.C. ANCHORAGE DETAIL SEE NOTE 4 T INDUSTRIES 1070 TECHNOLOGY ORNE NOHOW$, R 34275 P.O. 1102 1529 N0KOM6, R 34274 84 5/8" MAX. DAYLIGHT OPENING Rem/ sir F.X. Rw.a F.K. 8. F.K. Arr ! By: Rend D.B. Drown e D.B. 77N GLAZING BEAD 04/23/04 arts 11/04/03 o.1e 7/3 COMPARATIVE ANALYSIS FOR: X CONFIG. WIDTH 24.000 (2) HEAD (2) SILL 000 (3) HEAD (3) SILL 37.500 ( HEAD (3) SILL WIDTH 48.000 (8) HEAD (7) SILL 60.000 (7) SILL 71.750 (7) HEAD (9) SILL R.M•Ialw C-RE SE ANCHORS t NOTE 4 F-CHG NOTES, ADD 1.G. E-ADD ANCHOR LOC. Date: R..hbnc W28 /0 Z ADD SHT 5 & TABLE i 7/17/0C 1 A�DD 2 P LOCK / 5/97 EXTERIOR ELEVATIONS - ALUMINUM FRENCH DOOR HEIGHT JAMBS -102.6 -96.9 +60.0 +60.0 - 85.8 -80.9 +60.0 +60.0 -60.0 -60.0 +60.0 +60.0 COMPARATIVE ANALYSIS FOR: XX CONFIG 80.000 (6) -102.6 +60.0 -85.8 +60.0 8 -60.0 +60.0 3/16' TEMPERED CLASS HEIGHT - JAMBS S IUC O NE 84.000 -96.9 +60.0 7/16' GLASS BITE -80.9 +60.0 -60.0 +60.0 MONO) ITHIC GLAZING DETAIL X & XX S«;../wd LL Sca.: SM.t Dn.r4.9 M.. FD- 107 NTS 1 5 944 NOTE: NUMBERS IN PARENTHESIS ARE MINIMUM QUANTITY OF ANCHORS PER SIDE FXTFRIOR 95 /2' MAX. HEIGHT 93 5/8' OVERALL PANEL HEIGHT 84 5/8' MAX. DAYLIGHT OPENING 1.489 VERTICAL SECTION /05/1 Robert {. MA. P.E. PE 139712 swaaral 25 11/16' MAX. DAYLIGHT OPENING TYP. (2) 68.264' OVERALL PANEL WIDTH HORIZONTAL SECTION - XX CONFIG_ 25 11/16' DAYLIGHT OPENING 37 1/2' MAX. WIDTH HORIZONTAL SECTION - X CONFIG. INDUSTRIES 1070 TECNNOLAGY ORNE NOKOMIS. n 34275 P.O. 8OX 1529 NOXOIIS. R 34274 nova F.K. nova F.K. n•■•■ ap F.K. RevwJem: � Q ,CHC THIS SHT e wuom. ADO 2P LOCK Rand Ey: 0. 8. Para e, D.B. ON.: 04/23/04 Dom 11/04/03 Dew: 7/31/02 Date: OI/ 28/01 II /17 /OC Dot.: 9/5/ sr:../NeeN: FO -101 s<N.: N rs G —ADD ITEM 40 R..rwnu F —NO CHG THIS SHT nnr.. E —ADO MAX. DIMS SECTIONS rzw: ALUMINUM FRENCH DOOR 2 a5 l Ora.w9 No. 'Row 944 T 1/4 - AIR SPACE 3/ 6" TEMPERED GLASS Q SfLICONE 15/32 NOM. GLASS 6TTE 3/16' TEMPERED CLASS 5/6' OVERALL 5/8" I.G, GLAZING DETAIL. 1/ /Z / / Robert 1.. CN.k, P.E. PE 139712 SLvdwal 2 POINT LOCK OPTION INDUSTRIES 1070 TECHNOLOGY DRIVE NOK01415, 11. 34275 P.O. 600 1529 NOKOMIS. R 34274 R..d F.X. R..d Rr... F.X. R.wa etA F.K. Raved 9y: FK. ROIr 91 0.9 Omen sr D.B. 1.tse 04/23/04 71/04/0.f 7/11/02 R.M.lonc Ir 0 „CHC THIS SHT ADO 2P LOCK Dow 01/28Zai Doic 1 1/17/00 9/5/97 _, RM.1snc C —NO CHG THIS SHT. R..4lw F —ADO 1.0. DETAIL RnWv: E —NO CHC THIS SHT GLAZING DETAIL & EXPLODED VIEWS ALUMINUM FRENCH DOOR S.h. /Ree.t FD -101 15‘.. NTS Shoot 3 5 Crowing No. 944 Row G 1 1/4" 1/4" TAPCON W/ 112 110 (SEE NOTE 2) 112 WOOD SCREW TYP. HEAD A 1 TYP. JAMB 1 1/4" 14111. 1 1/2" MIN. 1/4" TAPCON W/ 112 HO (SEE NOTE 2) 19 W000 BUCK (OPTIONAL, SEE NOTE 5)21 1/4" 1 1/2 MIN. MAX. MIN. 2x w000 (FRAMING OR OVER CONCRETE, ® SEE NOTE 4) & 1/4 TAPCON (SEE NOTE 2) 1/4- MAX. • TYP. SILL MIN. 2x WOOD (FRAMING OR OVER CONCRETE. SEE NOTE 4)6 1 112 SCREW TYP. HEAD [ANCHOR FASTENERS ARE STAGGERED IN JAMBS CONCRETE OR CMU 1 1/4" MIN. TYP. JAMB 1/4' MAX. 1x 1/4" MAX. ITEM DESCRIPTION 1 DOOR PANEL, HEAD /SILL (AL 6063- T5/.062 WALL 2 000R PANEL. JAMB (AL. 6063- T5/.062 WALL) 3 DOOR PANEL. ASTRAGAL (AL. 6063- T5/.062 WALL) .250 x .187 FlNSEAL STRIP WSTP CHANNEL, (AL. 6063 - 15/.050 WALL) FRAME JAMB (AL 6063- T5/.050 WALL) FRAME HEAD (AL 6063- T5/.062 WALL) SILICONE OUTSW. THRESHOLD (AL 6063 -T5 /.050 WALL) 5 16x18 THREADED ROD TRUSS CLAMP (AL. 6063 - 15/.062 WALL) 5/16x1/16 TRUSS WASHER 5716x18 TRUSS NUT FRAME SCR. COVER CAP STRIKE PLATE STRIK PLATE INSERT 110x34 SCR. FLT. HD. PHIL HINGE ASSY 4 5 6 7 8 9 0 11 12 13 14 15 16 17 18 19 20 22 23 24 25 26 27 29 30 31 32 33 34 35 36 10x1 TOP Oxl FLT. HD. PHIL x Ph. Fl. SMS LOCK SUPPORT ASSY. 16x3 /4 FLT. H0. PHIL .200 x .190 OLON .375 x .190 OLON 3 POINT LOCK ASS LOCK ACTIVE) LOCK DUMMY) DEAD -BOLT LOCK 3/16" TEMPERED SFAM SFAIFR 3/16" GLAZING BEAD DINT LOCK OPTIQN 7634F 60200K 5 (4) 60300W 4 (3) FD3PTAY 1 (1) 7LOKAP 1 (1 7LOKIP 1 (0 Robert L. Clark. P.E. PE 139712 Structural PGT1 OTT. 60375 2 (1 60376 2 1 60377 , 2 1 679240 8 (4) 60379 4 (2) 60380 2 (2 LOCATION (2 /each door top & bot. nail) 60411 1 (1) 62899C 61069 1 (1) 6TROOA 4 2 (1 /door top & bat. rail) 6037814 8 (4) (2 /ea. door top & bot. roil) 7WASHA 8 4) (2 /eo. door top & bot. roil 7JNUTA 8 4 (2 /ea. door top & bot. roil 41722W 10 7FRSPX 1 41721 1 1 71034A 2 2 7FRMOW 6 3 3 71OX1W '26 13 2 FIT. HD. PHIL. OTT. SLID : T . 00K 710X12PPW 41720 6x1/2 FLT. HD. PHIL 8x1 1 SCR. PN HD. .UAD. 5 8 7612FW 4 4 78)12A 12 12 7658PFA 28 14 4UBLOK 3 6SM55W_ 6 7BLT1P 1 (1 2 1 65170 6 (4 1 (1 7978LAB SPACE, 3%16"2) 2 1 5 fra jombs) in.e - hin.e -door .mb 5 /hinge &hinge -frame iamb to. bo . of I.h fide bolt locks head & sill 2 hor. bead 5 ver. bead 1 lock) 2 /lock support ossY) (1 /astrogols,fr. jambs & head) (1 /astroaols & frame iambs) SO r.h. ostro of (O r.h. Ostrog0l O I.h. astragal (0 r.h. astragal) (used w/3/16` glass) 2 37 5 8` TEMPERED 10 (3/16"t1/4" AIR 38 5 B" IG GLAZING 8E4 64057 8 4 w /5/8 insulated gloss) 39 BULB GLAZING BEAD 611 6 4 & 40 FILLER HEAD ADAPTER W/ DRIP CAP 6533016 1 1 NOTES: & W000 1 8.0.14. OTY'S IN BRACKETS ARE FOR X CONFIGURATION. BUCK 2 . USE ONLY MIAMI -DARE COUNTY APPROVED ELCO TAPCONS. 3 . FOR ANCHORAGE REQUIREMENTS OUTSIDE HIGH VELOCITY HURRICANE ZONES. REFER TO APPUCABL.E TEST REPORT. 4 . INSTALLATION TO THE SUBSTRATE OF W000 BUCKS 1 1/2" OR MORE THICK, TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 5. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/Z" THICK, TO BE ENGINEERED BY OTHERS. 6. SEE ANCHORAGE SPACING NOTE 4. SHEET OF 5. GROUT MUST TRANSFER SHEAR LOAD TO SLAB. 4••• e F.K. Amel F.K. F.K. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 R.na By R.. D.B. Omni ey D.B. 0 .,r r. O.fa R.M.b..e 04/23/01 C REY 10 .14.13434 OIG o.m R..r:mc 11/01/03 F - ADD ITEMS 37.38.39 0 •.+Hans: 7 31/02 E — CNG r0 TAPCONS Oafs: R.vbions: 0F/28/01; NO CHC THIS SHT Dew R•vy:ona• 1 1/1 7/00 ADD 2P LOCK Dot*, 9/5/97 ANCHORAGE & B.O.M. ALU MAX ALU MAX ALUMAX SCHLEGEL CORP. ALUMAX ALUMAX ALUMAX DOW CORNING ALUMAX FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL VINYL TECH. CAMCORP VINYL TECH. MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER VINYL T H FASTEC INDUSTRIAL FASTEC IN SIR AOUA FASTENERS VINYL TECH. FASTEC INDUSTRIAL SCHLEGEL CORP. SCHLEGE CORP. VINYL TECH. HARLOC ALUMINUM FRENCH 000R 5..i., /0.4.r Sh..L FD - 1oi NTS 4 er 5 VENDOR VENDOR # AF -10375 AF- 10376 AF -4 0377 F57924 -187 AF -10379 AF -10380 AF -12376 899 AF -12375 0200X190 Q375x190 FD3PTAY 100 880 HARLOC 820 PPG. LOF SCHNEE MOREHEAD SM5504 FLORIDA SCREEN _95-005 SULLIVAN & ASSOC HARLOC INDALEX 05 -005 SPENCER _ ALU MAX Prawns AF- 10378 41722W 41721 1720 4UBLOK 45626 110011111CT UMW Mba �� Ow nor AAih. ea./ • 0/ • 0210fr 944 • 3.000 .062 — Robert L. Clark. P.E. PE /39712 Structural 1.479 4.675 4.100 O ASTRAGAL. DOOR PANEL ASTRAGA 6063 -T5 ALUM. O FILLER HEAD ADAPTER 6063 -T5 ALUM. 1070 TECHNOLOGY ORME NOKOMIS. FL 34275 P.O. 80X 1529 NOKOMIS. FL 34274 •.— F.K. 9— F.K. ...� y. F.K. RIraO R .rW O.B. down Br F.K. 1.750 •4- 04/23/04 11/04/03 7/31/02 Dot. Q 1 2B/0Z 11/17/OC Dot. 11/20/01 Sn:w /Mad•h FD -101 3.000 Seale. NTS O OUTSWING THRESHOLD 6063 -15 ALUM. G —ADD REM 40 F —A00 ITEM 36 m ese .. E —NO CNG THIS SHT RH/ iow ADDD SHE 5OF5 Rwo ADO 2P LOCK SINN: 5 5 r - — .050 O FRAME JAMB 6063 -T5 ALUM. f11101KiCT MIND aosas•Ef WI lb Nola adilms Ole A^11ms . 01 hi) • ri Desolation: EXTRUSION PROFILES T4. ALUMINUM FRENCH DOOR Oro.ap No. 944 O DOOR PANEL HEAD & SILL 6063 -75 ALUM. — .062 .050 16 HINGE EXTRUSION 6063 -15 ALUM. 4.000 250 ---1 L O WEATHER STRIP CHANNEL 6063 -15 ALUM. .125 LLJ 1 .750 --{ — .062 O DOOR PANEL JAMB 6063 -T5 ALUM. .363 r- I� 1 1 —I 1 .750 L 1 i TRUSS CLAMP 6063 -T5 ALUM. 1.500 .050 --II .678 I F- - 1.096 -- J6 1.0. GLAZING BEAD 6063 -15 ALUM. 4. 00 1.272 .050 O FRAME HEAD 6063 -15 ALUM. PRODUCT CONTROL NOTICE OF ACCEPTANCE Pittsburgh Corning Corporation 800 Presque Isle Drive Pittsburgh ,PA 15239 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0306.02 EXPIRES: 08/06/2006 APPROVED: 04/19/2001 PR M BY DESIGN 2004 UCTS APPROV L 7 REQUIRE ' DAT 11s045000I 1pc200011cemplateslnotice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonlinc.com MIAMI - DADE COUNTY, FLORIDA METRO -DADE FL. LGLER BUILDING BUILDING CODE CO@IPLIANCE OFFICE METRO -DADE f LAGLER BUILDING 140 WEST FLAGI,ER rREET. SUITE 1603 MIAMI, 1 LORIDA 331 30 -1563 (305) 375 -2901 FAX (305) 3 75 -2908 CON LICENSING SECTION (305) 375 -2 "t7 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375-2 FAX (305) 375 -2903 PItODt1Cr CONTROL DIVISION (305) 375 - 4 02 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Glass Unit Masonry Installed with Mortar under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall•not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this ;:.pproval, if it is determined by BCCO that this product or material fails to meet the requirements of tli.. South Florida Building Code. Raul Rodriguez Chief Product Con.rol Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GI;NERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved Ey the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under thi:: conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Coo ipliance Orrice Homepagr-: http : / /www.buildingcodc:0nline.com • Pittsburgh Corning Corporation ACCEPTANCE NO: t:1- 0306.02 APPROVED: APR 9 2001 EXPIRES: 08/06/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises the Notice of Acceptance No. 99- 0803.01, which was-issued on 09/16/99. It approves Pittsburgh Corning Glass Blocks as described in Section 2 of this Notice of Accepts: ice, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, (SFBC) for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Pittsburgh Corning Glass Blocks shall be fabricated and used in strict complirnce with the following documents: Drawing #A, titled "Regular Thickness Glass Block Panels ", prepared by Pittsburgh Corning Corporation, dated 03/01/95 & 03/03/95, with latest revision on 4)7/08/99 sheet 1 of 1. They bear the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as approved drawings. 3. LIMITATIONS 3.1 The Glass Blocks are for use as non -load bearing walls. 4. INSTALLATION 4.1 The Pittsburgh Corning Glass Blocks shall be installed in strict compliance with the ;►pproved drawings. 4.2 The installation of this product up to 30 feet above grade will require a Hurricane Protection System. but for installations over 30 fect above grade it will not require a 1- Hurricane Protection System. 5. LABELING 5.1 Each block shall be permanently labeled with the manufacturer's name or logo and tl Miami:Dade County Logo. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified to show the compon.e nts selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the SFI3C in order to properly evaluate the installation of this product. -2- andido Font, PE, Sr. Product Control Examiner Product Control Division • Pittsburgh Cor link Corporation ACCEPTANCE NO: (11- 0306.02 APPROV APR 1 3 ?001 EXPIRES: 08 /06 /20Q6 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered aftera renewal application has been Sled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city. state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this pro•iuct and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. I f any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies,. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job sit : at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and remove I of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE -3- Candidu Font, PE, Sr. Product Control Examiner Product Control Division Series PaHere Nominal Dimensions Face Thickness Regular ARGUS' r a 6' • 4• 6'ars4• ,18r .187' r `� 1 2 ' . 1 2 - r 4 . .375' Regular DECCAA` 5• a 6' x 4' .167' 6'16'x4' .187' 12•x12'%4• .375' 4' .18r 6'x8 a4' .16r Regular ESSEX' AA 8' x a' a A .tar Regular IceScapea'' i fi < .167' Regular SPVRA' 6' x 8• x 4' .187' Regular VUE' War x 4' .187' Wier a 4• ,ter 1 2 ' • 1 2 - • 4' .375' i ears 4. .1ST r a r e r ' .ter THICKSET' DECORA' 6' x 6' x 4' ,75' 6'x8'%4• ,75' THICKSET' ENDURA B' x 8 x 4' .75• THICKSET` VUE' 6' a 6 x 4' ,75• B• a r a 4" .75' o ust R wrW Mau! Grammy IS.. a.• •• eel A n ne eksa Type I Layout Design Pressure Rating #75 W � . nwu r Hoerr .a & Irarwwl pen ww9 Bea. 00! nand awgw a Ramkruw. . Pa saw caw. w1+'. e. Wan w kw Wawa Ewer" INN Wow e SO &pow& SeeCierntiorR. • Glass Block Unlit: 12• s 12' ■ 4' (neminsl she) OECOAA pattern used. • Mortar: Type S per ASTM C270. • Reinforcement: Ladder TVOC, 9- gauge, 2' wide with bun - wattled crass - woes al 16 o.c.. hot-dipped galvanized. • Panel anchors: 20 gauge pellonled steel Mips, 24" a VI:. hot - dipped galvanized. at both jamb Ono head locations anchored with 110 x l'1• long penhean screws with 110 washers (2 per panel anchor) or (1) 'A: r Ph 141111 Kwlk Boll 0. • Expansion Malerlst W thick polyethylene type. • Sealant: Silicone type. • Pittsburgh Corning Glass Block 121410 r 17: LPH Screw Z. ell/ Washer or '1., s 1 1. HBO Kale Boll0 0 IF arc. 6 1' Est- (211 s I I. LPH Screw 47: • 47, Clear Opening it a s washer �_ tti_a or '/.,' x 1'1. 14101 KW* Ball 0 2' x A ® 16' as. 6 1• Emb. Packing Material ��1, 1 Channel I-(' •1 AV V I 6063-752.4114. 1) l' PC Glasselocka UM Sealant I Channel Restraint Detail B -B Sealant PC' Expansion SUMS 1' Min. Panel Anchor Restraint Detail A -A TITLE PC' Expansion Strip PC` Panel Anchor PC Gtass8lorJ' Unit DES16H N .T.L. DRAWN N.T.I. CHECK ..l IIanO.ry al Now ��• sraWs Is.• .. BS. aw SCALE N.T.S. DATE 3 -1.95 DATE 3 -3.95 T aa.r anaMra L F Swansea taco S.W . a NW. L N.e4 Laeaa.wa SOPCIUCa110ns' • Glass BiocluUnits 12' s 12' • 4' (nominal size) DECORA' paean used. • Mortar :Type 'S' per ASTM C270. • Retnbre.ment: Ladder Type. 9-gauge. 2' wide with bun-welded cross -wires al 16' o.c.. l,oI -dppad galvanized. • Plum anchors: 20 gauge parlors led steel suips. 24• a 1 • hot- dipped galvanized, al both ew jamb and head locations anchored with 410 a 1'f: long panhead sys with •10 wasnere (2 per panel anchor) or (1) 4 '.' • 1 ' 1 : Heti Kwlk Bon D. • Eepansion Material: '1: (hick polyethylene type_ S • Sealant type. PRODUCT x - .'v - VaD solo AO7r_• -t_:' :.: - 030( 0 9, �•� ��� BY • u� / ZQ. n --room CO eat Ms= 1i1 BUILDING COOL COMPLIANCE OFflet REGULAR THICKNESS GLASS BLOCK PANELS O N.T.L. 7.8'99 Type II Layout II 0 ' aLV«pies ■000 AI CF)TANCL NO. 94 00 PITTSBURGH CORNING CORP.' Dee •Rtsaus rile; arvt PITti •L0a Ow 041 0x39 • INnw•. &e., GI.•aa 0.••w Uw.• e .w IAA. sn Lacaw,n 4e.tx Mvwa 1•e' I IRS. all r `� 1 ( I 4\ I i o ust R wrW Mau! Grammy IS.. a.• •• eel A n ne eksa Type I Layout Design Pressure Rating #75 W � . nwu r Hoerr .a & Irarwwl pen ww9 Bea. 00! nand awgw a Ramkruw. . Pa saw caw. w1+'. e. Wan w kw Wawa Ewer" INN Wow e SO &pow& SeeCierntiorR. • Glass Block Unlit: 12• s 12' ■ 4' (neminsl she) OECOAA pattern used. • Mortar: Type S per ASTM C270. • Reinforcement: Ladder TVOC, 9- gauge, 2' wide with bun - wattled crass - woes al 16 o.c.. hot-dipped galvanized. • Panel anchors: 20 gauge pellonled steel Mips, 24" a VI:. hot - dipped galvanized. at both jamb Ono head locations anchored with 110 x l'1• long penhean screws with 110 washers (2 per panel anchor) or (1) 'A: r Ph 141111 Kwlk Boll 0. • Expansion Malerlst W thick polyethylene type. • Sealant: Silicone type. • Pittsburgh Corning Glass Block 121410 r 17: LPH Screw Z. ell/ Washer or '1., s 1 1. HBO Kale Boll0 0 IF arc. 6 1' Est- (211 s I I. LPH Screw 47: • 47, Clear Opening it a s washer �_ tti_a or '/.,' x 1'1. 14101 KW* Ball 0 2' x A ® 16' as. 6 1• Emb. Packing Material ��1, 1 Channel I-(' •1 AV V I 6063-752.4114. 1) l' PC Glasselocka UM Sealant I Channel Restraint Detail B -B Sealant PC' Expansion SUMS 1' Min. Panel Anchor Restraint Detail A -A TITLE PC' Expansion Strip PC` Panel Anchor PC Gtass8lorJ' Unit DES16H N .T.L. DRAWN N.T.I. CHECK ..l IIanO.ry al Now ��• sraWs Is.• .. BS. aw SCALE N.T.S. DATE 3 -1.95 DATE 3 -3.95 T aa.r anaMra L F Swansea taco S.W . a NW. L N.e4 Laeaa.wa SOPCIUCa110ns' • Glass BiocluUnits 12' s 12' • 4' (nominal size) DECORA' paean used. • Mortar :Type 'S' per ASTM C270. • Retnbre.ment: Ladder Type. 9-gauge. 2' wide with bun-welded cross -wires al 16' o.c.. l,oI -dppad galvanized. • Plum anchors: 20 gauge parlors led steel suips. 24• a 1 • hot- dipped galvanized, al both ew jamb and head locations anchored with 410 a 1'f: long panhead sys with •10 wasnere (2 per panel anchor) or (1) 4 '.' • 1 ' 1 : Heti Kwlk Bon D. • Eepansion Material: '1: (hick polyethylene type_ S • Sealant type. PRODUCT x - .'v - VaD solo AO7r_• -t_:' :.: - 030( 0 9, �•� ��� BY • u� / ZQ. n --room CO eat Ms= 1i1 BUILDING COOL COMPLIANCE OFflet REGULAR THICKNESS GLASS BLOCK PANELS O N.T.L. 7.8'99 Type II Layout II 0 ' aLV«pies ■000 AI CF)TANCL NO. 94 00 PITTSBURGH CORNING CORP.' Dee •Rtsaus rile; arvt PITti •L0a Ow 041 0x39 • INnw•. &e., GI.•aa 0.••w Uw.• e .w IAA. sn Lacaw,n 4e.tx Mvwa 1•e' I IRS. all a Sen1.By: HP LaserJet 3100; 5818414592; MIAM 111111 L BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eastern Metal Supply, Inc. 4268 Westroads Drive Riviera Beady Florida 33407 Mar -18 -04 10:17AM; I�IIAM1 -MADE oaan cr, )a`LoRIDA - _ METRO=UADa F{.AGI -EIS. BUILDING 146 WEST FLAGL ER STitEET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 - - FAX -{N)5) 375.2 08 Page 1 Scor>✓: 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 thi9 acceptance, if it is determined by Miami Dade County Product Control Division that this product or material failss!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: 0.050" Solid Bertha Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 03 -141, titled" 0.050" Solid Bertha Aluminum Storm Panel ", sheets 1 through 15 of 15, prepared by Tilteco, Inc., dated July 02, 2003, last revision #1 dated July 02, 2003, 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 panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. . RENEWAti of this NOA shall be considered after a renewal application has been filed and there has been no change in thei applicable building code negatively affecting the performance of this product. TERMINA *1ON 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 4ales, 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. - ADVERTI The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 01 - 0516.06 & consists of this page 1 & approval document mentioned above. The submitted documentation was reviewed by Heimy A. Makar, P.E. 4 1/4 1 / °7 NOA No 03-4707.02 Expiration Date, 08/01/2008 Approval Date. 08/21/2003 Page 1 (1 1K 409071() 12000 (EFF FCmE WO RfJ F 300' M a1ti1101111 0.4 16125' 2.123' F- r.1t ----- mem= (m wl£D0.0 f '' �inuuuiwum�i IIlI1lIP!IU' 1 0 �mnnwi� 4441! FULL P�4NEJL i s • COXGMEJE ANf, 40.3 (S!E SC7iEniRQ SPIED STORK PAWL TYPICAL ELEVATION 4. L S SECTION A - 4 1.L 5 X11 ® SOLID $TO) M PANE L1'ALL r f/2 t • ' a • � 0.f1D' ('c & M1f0!?)---1 _ 4.000• . ([farcf11F =BO 1. : -I 447! - r f 500' 1J 1 1 1 b X - zrzs-+ JiALP PANEL rt 7230777 . WISSEMagirla L 0101510 Law tam MOW WT N /NOY2 110014:1IT AV SUN 1l111® NM COMM N ASSOPW i INN R Al IOW d 55 *A01 mum am wow no mull LNamo sr OW =ma mr w• III/ JatI mom= MC KW 447' rB N/ IV MI/oft AO N Kamm mow 11401 4Wrlp oaf ax* *1 11145 444414•0C NO 1131 WNW w ARY1i MM 16574 110414 i W NNW /071f01i N[ Y NS MOON 1CR W WON / 111a0.1-04 4 if •140.4 m rP!14^45 Ir•iM 4e W.11L 4 AL 44111111 asT a4 114. Ana MC dY-Y MAN d JI-MA .AMR 511 4440014 QARA NY[ i 11404011 aalyif JMI. 4141 • Morn imm mama pm 4 al Mfg e i MNd WM MO at nu Al MR on ~aro mew a1M maw 0W 40 fa Alf four Woo to 10 0 /am a0 W ti MINS AMOK 1 4. 41 4 10 i 414004/ AiWT 1414 -T4 Alit • 40411 4014 A-41 401115® 1140 44 AW 4a lop Minn 11M. MIL 440 v 1a sa 140 a A011I111 b 4a 01•4 05 40 Afl•• 1-4M 491Mf014aW 10 m MOO PONIED MIMEO MIY 11405 AIwILM 44L10L'JIIO 4rlllli 4R= 6140141 4 4111 Si) 50 Moo Wales 681414 WfSLAYwA01v11•4•M MW1140 . 4 0 4 �L -. a ....... .. - 4X s �4� Ammar Amm ow* a644 4x416 40 4aNla 0044404 - Loy SOW NISI mewl/ mewl/ aI41 K M 1d ~OW 40013 4010 0! aC Ors • 40.41V App Lit 14 Nan t 0.4,4 r4YR1141' d 1144 401 aoa 911310■10r 440' 1•416113Tlq 140 d40 ,AIIWIA J0 l all BM a10i10ar. 440 51,31 11111111 4 06 4 0 4 WM M10 400MC 40 VIM awn. a 46004 QM a 110' 40 114 swot 4 1 Am: 104 17 0-411, 400 P Li'T AW oho worm as as 440 lawns/ Apra 11'. 411 mows all i b 40141 dM{® 40 WE CUM 141011[ a 0145610 10 5143 40 4401110 14•41. /MIN 14 awc i 1 La 1 ammo 14400 SAWS ant 440 rms..' AM ma 141 W mum A.2) r Oar 0014!041 M01f; Mona 01104[ mem cm swam c AMO a 440 maw 1110 a Aaoi 4'440 sal 40140 MUM M 40+4.94 441 001610* arm mat 144; moults you • 40 a30•1233 car 11400 AJ a • ••• NJ a 4114 45115115 0Ow IMIL• f 4 WOW A1404s •MMLLIL® 41 LT0 1440 Maw 51434144} ��O 404 4440 IM'a1114N0 1/ 404 i IW a6] 4114 M 1401 I 1/14 40 11 -40404= Ma* 444.400 40aa0140 X 1111- 101►1MroILlllsi 1/14 410 4011 mows 401.1010 WI. wO rafo 40 - WC yen m m +MCR aal�ex 11.4.4 as 40 a rr 7444040 a 1,. asp w+ '1440- Aux' a .5401401_ w MAW A11aec 4418 al] 4440 1 Yel40 i WSW 445450 1446 411141 et worn 444 worm 411 4444 40 4 040140 War M caw= ' 40 1110 40 00a141 167 MIT MIL 40 1 140: Zb 1414' 0711.4 Assam 40 14 4107 11•0144 1R K 442•0 040 406 40 0•05 1110 14440 i40L i MOM V'1 1440 840 met if 4 LAr LOO WWI' /MILO AM PM 40 1' aterm 14 4544 440 ay 6105 1.40 a bar IMP N1f14 OW a MOW 451•05 AMU /11414 N 40 411• 404. 4540 MU i (40 414444 M AGM 44114 44040440 161& 14110105 400010[ ILwl 40 40 140 ® 40 IN 01) • 140 AM14. 66 awn .401 i a604140 Rumps as 40 114 4445 ®1 Ar wwwWWW0 a r Awan loswan140M A /Wa111440= i 1044(W 1 .WWWW 10(40 arms= 401 Wass a SEMIS f MIL IS 61151 AMY / 1140 Limo 114' MOW • 3 4 4 144 4 - a 4144 of IM[ w04wM0W► 4► low w ww7a 40 10r1 94 sM40@ 1 9441 &Q 04 WSW a W i A4M0 70 NSW 40 404esOi 040 MOR MAC. MIL i All 0(a W CINCIM Gaol N am AMC raga A x40-6401147 44i7PL1w11 W 4001/140.04 >MTi1 010101 wow Wow 401, a 1 wawWw 40411 Ow 0[1•40 W /41446 10414 40••• WWI AM M aYR 604 14.1 49144 40 0444 M 40■1 11414. 1404410 4441 (414141.7 Owl Wm 4®40 • TM MOM 41r aw same 14 J0010/4000 ROM. 40115444 W a UMW 1 4 LL fol WE 14440 AOWM 0040? OLL13 1.001.173 40 404 man. a 4440 as 440 40 AMO( 144040 AO • a0 444141 460419 :.. 0ON *11 NIT 004e0 MOM 414 1 4 145 W mini um es i 4040/ 40 K 60601 4004440 414 44/•4504 41104•0 110 PPM • 40 4500 440 4 90 /44!4!400! 40 441111 OM wr 0114 AM 40 =Woe 4104.40 ON as 40440 m•0Ab1 MN:NW =IN 114 00.•10441 Oa04Ml 0 fd WE MIL IR/ MEWL =NW PILL If 404014 ear 11541- 44.1 414740 ma= 1401 i 4OW®14a lard wra atat 0104708 ae.'La • ' 4'454 Y 5404011 4/ mew WAR) Mr 1c MwRT 4040 we 07 L IROr01 Ps Wf •110: 41140 MOOT Cl 464y & 1e i @0406 M!401? WOW 045 11® was rest W 40 ascot x4400440 4lesMw' 140 MEW - . 4 441 1 40 r ass MO MINK 400 SAP 000001 s 04 mr4>R110 !40'40. x4 • n UMW .11140ILO401140 NAIL 14144040 440515407•731 - - . :410 154 MU Al M1em 11440 Mu 4ai1C ay. 'ions 1401 A 41Ea4s sum mama Gomm 40M ato. • • I IL EC4f>,..\ MO ?EM* t 1741001*414 C.11elI4Y 444 At mw /.A 7 14 40018 cair aIw a ..11. 4 4407 1 -Mr 91D1 A TN 114 ♦.. 8414104 /k. fltn EASTERN METAL SUPPLY, 417 AYO J I • ' :0 ' ]..1..4.! • la001XT 41'V. B a e smolt 0 Milt IM Doeila DalerriOrde Ampere* 0Z RIO Ds M 8 oft Castro( :.6C.(H..N.Z )//4E0- DE 40f1VTY =Ise sow a3RT 4L 11 3 W SHAY mar. 04115 aw 40 sae, Wort > ,Ma 03 -141 160114 !L SIT T4 00 CD rF, co . _ - D c o) N co L m r� 0 0 Ln- 0X xr•AOtk 0 1QEIA<MEO 'F AN Z 77ZAc at r am • r =Oa ate.r m Env r- V M fl J /11Pkrz 4 LOlfQ Awl PiA7 Mead Mnr arici /e7 yMY•ssr OLt7 tau ••- r ® r rJUIZ-dH&E ANN. air. COMPONENTS Q _3e_ximice JOVE, fir. r• Au; .w.ore rif / a L � mumarLaistr W3- asMMar arr 4• f• Kr ' HairJR PANEL AMA f a no W/ arm MA 0 sL 4Qf siszus T MAOL 1 •M•• Errr r• AM I - 11A .GIST Y HOLE ustiEP Mldti•W M. awn eititiumuLLIZALIC Ai4d4LE VID gft mum v •. r tL ECQ mad =RPM a rit0047:111M1 =Moir 1Y11.1, WI r EASTERN METAL suPPIY, Inc IMMINIMI Mir MPH 1 1 1 21 S r - 4 ,i,a'afte.v.LizjAavaLsice cows. • 1111.2 C 0.70° SOU INAZYM r VA'W4W S1 16 PAXEL a/ sAK' IOU rfj■r7 Matt 43 —!4f oar Of 1 (0 CD CO • 01114041C_AV•54115 OM mama comooir AITAATVO CGAVATE Pr COMOVIT apex you hi 017•111:1) MACAW' Mr =mop SODOM • AMCHOR SECDON • SRA WALL MOUNTING INSTALLATION SECTION 110411 1 44r'. r* sag- : 51 1E0074 • MUD 1,140 44.45 1 eum ma/MO ooracArrof - snow a fnaj *** • 1 0711WITE 140412115 054Ar SCNO214.0., Orr MORA RecriPs0 sir.•555121Z./fra Jar SC 10 61415 avocado' 4 Off Orant7T ACCK 1 .1 AMMO COn5/01* (sir soiroccci WALL MINTING INSTALLATION SeCTINI 2 504.1 c o - soar mow mrs soonuis OA 10 It It or 36) nun covenur friouecy Dm orsicaor guar 1101.41121 102,ZIIKSI2E22/021XJZSUM2Cia - WU onovora =Dom ar cooroto Air mr low ro SUIT AAY 1165413.4715.4. • 1_115 SOMA/ 1 SENU1419151 111 MAW BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION J EOM •Var 0 3 2DP 0010111r ANCHORS MEC A:MAW POURED COWMEN AMMO / IL ECOINc.\ TIU.rt =no er comma • mown. WW:14eS.1.7. 74=t4 13-000117111 IWO A Atia ak. S. Oa . ST SCHEME ;VP X)%141914/ TO OAS 7/1114.02 • lalra lAR • SEW SAO Er 04 SECTION 4 sear - yr o• vie•-sa KR • f pgooucTmLvV sr • DIvebe BAN Ye • • • • D) _n co 0 i.e.c.mv.N.z.)//aufiLdADE caurro I ' " 0.050 SCUD MYNA 4 STORM PAffil. mow, , *** •■•• ■•••• awl • , EASTERN METAL supnr, INC 4501 uanneis agir RPM 1440 par , 1 , • • CO —. • • Jr• • 3.3— 74 2 • MOM fir DWI 5 sr ' • • • - 0 u0 BUILD OUT INSTALLATION — SECTION 4 ECUE VS -' IL a GCE OVWC ffer EOULE DV 10 1i CM 1 iptifizecevcecas mummy mower ow at COME) Pi AY err r IT MT ASTALIATION. COMTE MOMS E (SEC Inlensw POURS} COACOILTE I ALCURCP..•-.....__ t Ea 1 .16r EVIEVELE RIR ma. SEPAA4MON TO CLAW \w. I I I. r I tar i //I Yil • CEILING k flOOR MOUNTINg INSTALLATIO)1 — SECTION I scat: 3/4. 1. a Paalem S ME: 113 \ IF Pi cawarre Mal= SAc MINED I t\Ig` 1 I LO 10012011 13z• ac COSMOS NOON Car SCRECCUO ..1111.. 0 3 Z003 1 . 517 SCIELVILE FER arit. StROMON 1 PP SAMS I Will 12 4:LE 0 Omd. /7/ /I C CEILING & FLOOR MOUNTING' INSTALLATION — SECIION sou i wr • i Mato comenrif lleCtAnD t A • / IL EC 0 Ism \ arktor-Ja Em-crecns MEN A. nu Jr. P. ROW <MT CCM-0 al Elea Polkaail rEEE PCUIPED CriCRE2 • 0:1101111r & Me MU AFINRCEI PLUM corJeALTI ar COMMINN NOM Mil AWNED k ir SCKCIAE RA SOMMITOV I wr) tom sc pAoetal+ I"Mt S WALL MOUNTING INSTALL4T7ON W. M.) — SECTION I sort 4ear r 1=3=111•11M 1111•111111•1=71111Er...) NCO 1 PRODUCT WEED •••••••plyku•liktibe Ref& • ApIi „ T•gine•• Doe • /11111M•11 . T. • , 0) co • CD 17+ r e) - 3 CD r+ C) 0 • Cs.orel ' „F.R.C.fliVH.Z..1,44:046 cou.ni • AS Mai • ' ' 0 C.D. " SCUD RAPtil , , • , 7/Z411 CO EASTERN METAL ...SUPPLY, INC • • mar 411? =mar vac ” OWN Irv% 37107 03-7 4 I 1 WALL MOUNTING INSTALLATION SECTION 9 sae: .vs• - 1. L b. • Epa M. rr OF 10 isorimaarasszaux-sozzaca eawriaagitara kva.vreta srararas coe MONO el MY MY ra slat Aff WAUSEON. ... WALL MOUNTING INSTALLATION SECTION IQ SENS : • • • 1" Wa r KgSV .31142r XIVEW As rot Nara-s *2 *2 Mir 0 4 + elear SS FM WES A2 * Oar 1) WALL MOUNTING INSTALLATION SOTION. 1 SCALE • air - r" Mee Cretret VVisiun IL ECOINg.\ JUL 0 $ axe ••• itenarfilrriMer, "r WEEP 1211 • COMM MOS= fair spatu.o\ MINIM el=01r * \ i ,N,NNNN% •,1 \\%t•\\\\ t 1 tax sehreccr Id- an SOMOICN rb &AO 7,044/11,* MU MA • 0/00 101,0 • 11 G N . 1 S(1LINEAELGOILM211ifila INSTALLATION ffi 12 ism= RINIS46 MICE 4 r amantOriciaidli D ilate Omar 0 Viempinue NWS ▪ ' Da — ACM( ..... • ..... APFLOAC „ rimetv.k.z)/1•441w-c.tor couthY (too sccm myna kr.a.4.anad sroam,poorti, , wal EASTERN METAL SUPPLY. INC _ via ;INVER!!! Mr VIVIV■ IV VC '03 azacum=me limarli=:_aorr...-• Woo MINN IIPINVIV=IM MUNN • , NKR Or% 0) CD w r- co CD C) 0 • 0 a) OO ••• tf:E mot PPROVAION 7T1 • "mew Work omorrir t • -.. • . • *.L • 1 • I • 7. 1#1 . 1 • rorrombir • CORONER =eel " . • er z• etscrior • C = I . • :" • • . - . • . 1 1 . • • \ . . r4 " r ehOri 412 91:3A21141E F CI 1 SPICar.j. 0831114 3M:1 45 I I I I I I I 1 AN SCREAM' FOR OM. ZERMISIROk ilLe1 ■-'W. • Vi iblesor BR4Or Ve•-.81.41.• MOUS 0/ NUL /17.17 • ft del =MO; AS ORALIOURK a porn maser or OteCare abac- NORIARD2 +1/23= am nu. MOY0111 JS eldC tzz /01 POMO BUILD OUT INSTALLAM SECTION 1J sou r Are• .• ir -4-1--41 W-4 Ha* 1 MVOS &OM WORN MIMIC MCA' 1 d0dit ILO.Aff av 30 • firilMaLCOMeala HOU JOINJWS SIZTKOrd CM BE OBILEME0 r mi alr To SLET MY 947.41.1.410. .510212&14.4 WALL MOUNTING' INSTALIATION5 SECTIONS 14 sot s r.zir INSTALLATIONS VALJD FOR PANELS USED AINTLY _WM INTERIORLY REMOVABLE PANE:4. Prilar 111I . VArs corr JUL 0 3 am CLIACRITX AddleaS 824717111Z1 11:1411170 12•71VO - .183 LAT 821011.111* RNA scpwreibror 70 SAW MAW COROROT =de 1141 • 88011197 • COWJETXMOI WAR 24,-. SECTION Cod 148 11181111111/:=DIIIH:j7Mil 1116 Mit= X110111 . Coat rawarini reemenamt MljP R.I PPM Wir 18111Trjr• S & 01113411 re MN rirmayear• mar W• 0811( WOOLS SOLX TRODOCT MAUD Owned* c tralkitede Angreaso e 707-0E. ars, 2) CO CO. 011/IiM , ,k6(C.friVrr.2J..4mii-DirrE COMA " MOO" SOLD SEADIA,K.U1LNUM Mgt fturn71 41 rAirry EASTERN METAL ,SUPPLY. INC I tne • ago =mos ow / Corte • (5.1 03-141 DAMINI mom • - o (ra cow= NOM L a tar samua }1 Woo coma r `m I I JIBVIEO IILIECO naaor 11. iz>u 0.030 SOLAR Jurrne c Af "yr now 8}Nt4 EASTERN METAL r, �ISUY, �PPL I1 r IR PO • - , rc r ar (*Id - rr 4' MAW 7A . S Lr 03 •••110 11/ 1 'MST 7 wr`d.; .78TS Vg ap aya' r•s ate • Dan SAID ' 7 ii i i i, ��)�//.7 7737 AMMO cawarrmerci• J• L O •raa Coes cr SEC11O1 l5A CEILING & FLOOR MOUNTING SECTIONS 1,S ILLE yb - r I,213* MOW KM Q n WO= • it' ase. .po.+rs A•.A MOW MULTI NOME) m I I N.: \ \ \ \ \ 1 aic I 1 1 I r/• MS RUT. `' 1 I I 9 / / /// /lam / / /ZW/ f/2"// � � Mims MIL swam/ J L a—y i wln.aler Rt>rOi AMl1 r w SECTION 15� moo rx 90LISfrEE s INSTALLATIONS , Ar • •• • A Ar MIR 7/i•A.y.1Y WO 1407 • ilexr WOWS WO. INSTALLATfONS VALID FOR PANELS tQ USED Jf')NTLY WITH INTERIORLY REMOVABLE PANELS f1j IcA ( awe ascosa R11O OI�1 NOrt AD? LY.e9eM= or SEC'DDMS naiaR/a170 .077.00070 =Ms ow AC caE1snCO 01 ANr SW TO am AM ASULLI OM arcoar AIIOA7r5 Off 9WEDILL J\ 1.. aware ptcuoso cal S LI:Ur MR IV AYJ 7 ALIT .— C JUL tl 10O3 ... L —0 / 1 1 IEnlrrm L r 1 SECTION 164 1 ............ 1. ............. 4 E Sale : Aar . 1 MOWS NICrIgO (XT camas/ .1 AMMO \l-:` L a-- - II E4- r -E4 – i \ \ \ \ \ \ \ \ \ \ N ` \� \� ser st.ml.l AC* Mk m Caws 1 '71) Cred IN ell• Nor cf 1 Ammar us " t. I 1 ro¢em2cawEir rviawa �• Orr sca Lt { / accurso SECTION 158 rrrarDE�r AErowals wnaOw. aaoaw •n>s l) CEILING & FLOOR MOUNTING INSTALLATIONS 1 Ar . c • MS ,$EcTj4NS 11 Ar n w r�. a aias • .wc ,r . • ceRl• Ira+.r r r )L 1'IeQDUC7 1tEVt9RG tl p.lieV wiia A .aqu.I r a 1IOO - - 9 •OZ r. tinaDi j L SY •J cocvllr 0) LD N SECTIOJ 8 -9 sue: / - to CA tame • swam AS 14B/6. 14A/6. 1 S. 1116/7 15,164/7 1/C-20Jer S. SEC BMW , ! - J •-@ ae ®aR 8 1 8B/7 15,16A/71 LJ- 15. t OhCFIJL AMCHWS (SCE .r--1 i ra. i Vox INTERIORLY REMOYABLj STORM PANEL PARTIAL ELEy,4 TION Y SOr r AMMO' KtuDI W Z PAKEL WW/ SOI MAK BOLTS (SCE QTW. � vs' N as AT O I' AC & AMMO) AT D£AR W�[�1W/7/8'444/32' "ma MT • nom SYAfWW( BOLT. JUL. 0 3 2003 LLJECOIs... WI MOAN & a1U Mw . P�WA' i�PrPhMDi�~ 'a ............................... ....•..... ..... . ............. PpDDUCT $'I°kO �oQ [b- et Dhblao amok' Sofro mew /!}', up.. STORM RV AI. EASTERN METAL SUPPLYY, W C ' ar .[poam /111, .1, Of 101011 AStartie_m2.),/irci.V.L4wOr Co(.wir V NANO 7/r/as wt Ems- ^c ^ 7im >t - ,, ,,,> ,A3 -1S)' aaaaM¢ oar „ w ra 0n co 03 rr OD N ,w CD 0 O • N O • co wows 01:9011 PRESKIRE MOW w•&) MA Mat UMW 4 ts.: CaE1 11127X041 MU& MOM! ID 64.499 • /MOW JD swore 1 • Off colawroor or mei 55.ts• 77.7 it'-r diff MN 2:114 f 'ffinr II *65.• -77.0 9•-o. Gm ass J ft/f5" " 1 71474114 46.4.0. -72.0 9 LISS 3 f/2" f 1 4624. -71.3 ur-cr oft LESS 3 7/1" Z A 7 & 8 ÷ 6 0 - 1 , - 6 3 . 3 9 O R L E S S .3 0 / 2 " 9 , f 4 , I D •63.4 -834 FLO" GP LESS 3 1,/i' 17. IS, TS +SSA - 613 9 OR LESS 3 .V r3 itIrdlkor J*21 OR gm-lit ALLOY cart..eal max or rota CASE _PIgn) SCALE. r Trversa ti rjo . r MIPED COCRICIV Off MANN OIA• Ma MOWED ez n, 4•4er Sci 3106-NM dyche:RAW CR WS-A war Ow; „CASE B (Plan) Asa MEW 1/4 coarcattr mamas • it' 0.C. co at CI I DO" Ow • 1 sr. Do Owt - ~mar 3149 m--14 op 60611-f. ,.uor CA* Aron. AARE N RIONORS • 1? as • Z3 3D .11504.008' Asa MOE OR AOC 3111 irKII oESCL AWL KW NAV CASE 0 (Plan) SCALE tore 1" OOKOVOI ANOIGINC END CLOSURES DETAILS PARC COIKAM 49 11 MACK IPUL REMY= ... . :IuR'°02,c.Incicst • MAC. AIOLVIIDi AcfER91T elT IDOMOV CASE C (Poen) SOU: f/4" - r MAXIMUM DESIGN PRESSURE RATING ir (n.s.f) • AND CORRESPONDING MAXIMUM PANEL LENGTH V WHEW= / UTNE ti'' 11.11. 0 1 Min 16-0220111 IN= A. VW Rang ca. 9 am, • CO D) . CD f-r+ CO CD CD r+ ID •RODUCT ItEliISEA seemtilegvvIth Ors Maw Buida*C.ob 1 I ■ • R VRARA Cr/. 0 Z • I I 1 = I lien UN 1 in I • '3 MS MIAs CCCC „ ( ' • 170 i I 1 0 r.c.coevetz.muw# CO3.Wb o O.030 soya erant1;41.144 vont, frXIEL : 24316- 37. EASTERN METAL CUPPLY, . c 4144 444 4C4F1 TZ, I 1 I 1 1 1 I 1 ,N (1 • •1,4 117 Ir1 ; ;(.p Yet ,Jr. 7.i 41 f 1 d•44 y 4; - i•!:t.: , 1 • 0t: 46;4 Y. ►Jrl.h 1( M.,IN; •Tit• .n Al,. .[ �:.•Y. . . i4 017 .1 1FW�110 MOW 104111! ro COMM >0 11Y011t C11112-ACT 64 !•1110 All/ tr 16-411/ 11101111 14149.1402 RIX •111 eR 11eeAM 7• AY1 aY•l_ 4r Wel 0• !• If WA 11 Ir tr to' t/s• 114I 12' 11 rr1/r v r7' s• r2 rr 1r t 11 +4 !vx 4• rvA a• AO 3 Va. K/A WA 1441 rlm% i.la4 -6T./ or /• A444 . W4. r 1441 1 w WA j NSA *0 foams isfo✓01v +t11t11 2011 a D • a yr. ow-or 10 os•olt21 10 Aar 1e aosauri 11 1t•f>10? TO cpptII ID roam re eao1e es memo it oasTrtr 4/ sompr >e macs m mow( is cssroea rs a/art 11/II 1.41 WA WA #' 10' 77' or ruA EIHNIEUMMIEMIll .... -... ... 12........ .....tS�.._._ WA !• t!/A alrn t r 1A' /' 11• 71• 17 or I2' 741' j 17• #67.14 -MA rD 144 17 / 7/P 1c/A I IP 1/r ovo r 1VA 14l 2441 L7 1 12 tt• -A. .1.111 •. { 1AI 2.4 1(A *4 '44 two N4 •• '44 r r or r R• 11 12' 1 •• r fY t441 244 AAA *4 11 T2 WA Ur f7 WA s (r11►) (owns) 1 I10P/Y7rt010 U• lr WA t641 A11145AF m f MOM) Mahn AEI UMW t If Tr' W l7• W"A 4 12" Ir e• e' /r T7' wA 17 f7' r7 r7 WA 4 1 v WA WA *4 Tt WA 1 r WA u• rr 7r' 144.1 1441 /• 4. r WA t 4 7 (A PACOU (j eft ow *4 • f70►/lt/7iog (pY) 2444 17 WA e WA oia WA WA a 1124/e0rra l s (11'/110100 r -0' 0 1 =P• =WC Moor sum, sr NUMMI VAW VOW 1314 MIME BY DK MOWN p•GrOuL AVIV 111• L R fa11 11!11( -M AMD/OQ to a r tat D6 GpO•7121 10 K MICE wows, D/e•p 1.21•19 ?10110 GAIT 401 R ILf) TRW 4J7 G•Gi 110 . 2 1 1.1421 MOOD f17[ At moors u:scs I x7144• L 0 Y 2 1/1' 2• OMR Al264.* ASR% 4141 101 10* II CKA m'R DOW PAL.K 0 41210 a 401)4471 ttel. .w 7 .m .7r .10 Q aF•111 LOO .so 5 •101S.i“1:41O 1 A1010• IWC 1101110.6 % 1 420 1010 74, 111 Eli -ri' 7SR 6 41 211 74104031 0- 6 S24. mow 214-r 100 'Am1 10 -0',•• / C !_ 1L E C O INC. \ Tat,f 7111144( 41 tl•GKi1 31 4011444/47 � !�•7` -: e • is -ao JUL O S ......... o ,: /c , r c Olt E.0. - our ASA11G£ rrtonIcr 1ltwaul r mm2ytaitellh the Melia Amplwa O - OTD1.O. bM er D . 7L - �.� 11, , b DMA= < c <�iXC.1KY1f.Z)/AMUU -II1Df 10041 0.Wa' SC4J 14711114' SJOR,1( i'4NCL EASTERN METAL (WPM, INC 101.11011+0 moo- woo 17470 IC 011027 p AN C —n 1111102= 6E16 1101110116611181.1=1 - l .T . Pistilli"' MO AY •m1N SUMO 0.7 -141 1.11111/ 1t 7 . W 0 O N O our ID CD 0, AM1 WO • awu IMAM .0120111 MIMI AN IC O • 3 1/s4 A•WIN/ RP gm y am•• espa or Asr _ 3449► 1." AU RAW mess o! en MING MLR 014-11 n 0' pP4014 14412.1414 NINIrfl ALS 010 AL WAG. ,1 10/04144 A rms., is canon 0 013Owv ro earlo•1r so haver 10 aaoor It MI•,Is w aurace h none 10 CA101Q a saws ,0 MOM s maser r• 001are >o ream W.A. - 773 I I I r WI MI NA r 1 r 3191 0 Isor 1441 3 )/ N/A 1aAA fNA 1W A1m1 1 01w1 -•• • r.r ON 1[76 1r 7' sou 1CA14 rr r sr Ur rr . / 1/r • 14 • VW 441 4 W1 *11 1 0999049 rr NAI r41A 3441 11• 4444 ..... .......... ... r�• .... ..... ... ._.. ..... _._ _. .... .... ... ..... 73 r 3111 N44 r1 r r3• re Or 9 Or • I/r • 1/r 1ar/0 WA Or 9.61 1 (99arasO 1r Mr 4314 44I I r 41 • 33' .141,1 13' NAI • EA' W+I 14. 444 OSA 141 3 (OW 1r 7 WA . 1444 Jr B 13 10' r3 • 1 /r 9 1 • I/1' 4 1 1 - . 4641 ,AI J fOOrRW) 13' N•a W0 WA 11' 9 13' 8140 R' 3110 3 I/7 44 PO f(/A 1 461 4440 4 ej 1• r 441 4 11' r rY r0• 17' • fir 9 P,4 1 • ye >ia /41A 1444 WA 4 06472161 is' 1141 1144 , 4443 1 s • W/A 17' WA 17' I WI 1 737 fV3 NIA 14/4 1441 11/0 S from] 13 3 1/r 3/0 .44• • r/s• • f/!• 12' r re' b' 7 1/r 7 4/r 4.2 1441 3441 /40 0 (r robe) • r/s' 5.50 WA • • Mr I NOI r6• /4 /4/9 r r0.4 a' 11/11 349 4441 raa 311 •OssAarmV • 7/r JO 441 1449 A 1/r A07A • I/3• iv. r 14.41. • I.O W% NA 3O 0141 401 7 pEM/A017941 3441 N41 ,y1 I Nf1l P44 16/0 r3• •' n r a' e' M 01 4611 1101 • (IV/•o•vy °+ma - •• NA ,r I s01 NAI WA • r/1' 0141 16 _ 1L11 r1• MI Pr 2 . 9 1r 4/i 7 4705/55757501 • =e' pr ass + 1/91 *91 NA F 01/2 1 1/ 11 *9 rr r 0 w re ,• ,r r wa rvx r r (01119 u 7 fit' r•' re P441 3Y• rr re 7 W31 *9 1r 1a it • IVY sr r 1r 4.044911) *{1n - 730 •• 1441 NIA wa r 4441 1- 1.4 • ' A4/A r• : 1641 MI 4044 349 3 49 3 (1a►; r-o" 10 r•• •• r 06/4 413 •• r r r r r r r 404 A01 10 1440 1 (lona10 r *a Ws 3641 a' "A r .. AVA ' r f4Al •' 1444 1041 3 440 4441 1444 • frartac 7a11) r ; rim x/• N41 r WA r Y4. • V3 WA 4 WA 34A, ryn W/1 1y91 7 (73l1.OR7y0 10• 1 WA 3610 RAI +4h N•I r r r I r r r 1441 KM Ms '4 • c70P/00111O4 • memo .K310. A4C•K.• ME 1200 no 3 1/r Mat aflR14L lar A. 9 UM 10W 0944 MOOR 444749 R littWO * SAWS* 910111 rW WAWA AS V/ 1114 1011411010 plop Y9 C L f0• 0114-0 MONK 6 3 !/77 3 7/3' AL7pL or 103 110 ORIOl a1 7a 10 AMU MOMS fI I * 4010* LBW MOM slY�/ NW :070 3199 WOW MIMS NIYCAD7 707 001 41L31411 7119t 4l.M AMI MOIL AC9M E A •rUAA6 wept 119 •4. WWI 1:110C,ILI2 Lfq /ANC awn. 40901416 9N PPAaArgC PIM 411.11 0 641 J. ,1 _70 140 2 1,9• ar .9 012 r j . - - 0,1. . r f A : '! . ;;/; 7;4. .. Ofil' 0,1 I1 & .3 1 . 7 , 1 ..H (3 . 1!!+ :r4 ; A4firt ).4.1 . ,j4 : rih'! - 3 4.4 404• 0 1 1 .14 4 : -73: ..7. 011 1144; + ;j. _ . •7Y;4 1Ai ;, NORA 7004E ROOM 1 440 CR F 774. nen x1104 re TM-c/'4 n11170L as 1iaQ4I139 rll4. SC =C771.9. � ; � 111y 11• 1QA11• f sna3rts•1a A a JUL 2003 . . ..............:.........*liar -A. 4.49 .01 f..4 ........ AIM 1 L. 6.- k�1d 3511ar1 mocamsol .rrN•• T12CPOssi,tyliskiN- C4r. COati 49454 =ID Orma■'21.sisirryss wally p4g4 /i EASTERN METAL SUPPLY, INC , 114 MEN LX i C.S.60 47 9140113 >A' r is•4* OD CD_ 71 r N CD CD h O O O MAW, avow 9Pa$bl•r•O 491 Mob SWEifiCalis Acsapivart (1 -0 to . p'Z, aDar•'7LS1. .•8 W 001 '� �.. CO 4 O ALTERNATIVE I ALTERNATIVE j Wear LOW LO MOO . r ac W 1 00.01071 0/1 ALTERNATNE j Ott MAlliork Oalotratirt Aprisklp 0- 1A: 0 r SCROIlt • 7;40. . 270 m a i lk 'NO' 9300:3 0 I of r ga MOWN OF RAE roloAr Owas,. 0.0e J Vollor LAC • SOWS • r • 7 l. PONTROKW OA DMZ WOO Kam. ter1S-R0 =RI NV VII1rAfir wri sivr • fa' ac. 11 " . "4';•tria• et)Vealm LO =ROO • poi $ag *anew cr $aa scsoug ° A . Ft w o ° rosnar ALTERNA77VE 4 1827...EGI12210563MAra=a POLL MOGIWIWG SECIONS CAW OE COMBO= Oft 11NY TO OAT Avr RO7AUATION. 111 WiEf 19743Powor fo MUM NOD HOOPS ° l c r 2 plata" WO us MOO f -411111111*- 1511/3 1 1 10 001 ALTERNATIVE 5 OXIO IOC= flECUIEED ALTERNATIVE lams f. lYIGUAT9ays iurf oar Wri.0 rag =gm WC Loos OP 10 #65.0, .42.0 pe AMb PANEL OOMS (IP ID r MIK AS D. 2. Norr.eP.T.7o BE OWTO0W1 POW 11. 2, MOM= •mt w warm coaqr of ass ram NEW WOOD Miff EAYS•1 WOOD ilDMIEAS 10 Elf SOUP001 PME I. 2 w/ 9'Err1C Weir Of OM OR O2404 1/41‘,10 i r a te' ri r • r •C. r zr/it Perfark• • WNW( •• MAW. trt. At 312363 0,4Vol LOOK & .000(l • IP' Q. to• 1 27A r ii;•• AVOICIP. CCM" $*.../da; Ce•L , t 11= • - WOO NOIDOP I Of00100 • L AX EMU, Mt OM WORM= 10 OAS W#L,L hip1/1177110 INSTALLATIONS SECTION A DMZ INSTALLATION IIETAILS ON EXISTING WOOD BUILDINGS ALTERNATIVE 7 r ,,,,,,...,. $4. OM • pr 0.a W OR It WAN r' On. \ MOO 00mozmom MONO .100 nip-owns mew 4 nu . ----- - • • - i 00.1 . last .420 caw pl$0 , MUSIOS W.1/011-2011 &L SJIA • ?rap nof •We VI TO 0 -41 NM • • 11' 04 RIR IMMO CP 10 -0 OR m 0,010411- 00, • re 0.0 tv. ,r, ... ...telt 7-a, ALTERNATIVI 4 .ar OA I. i34" UMW VIM maws my ricr•-•04 Si MR If op RV WOO 10 A -1/* NW • 4 a . ro ID •,., lam OF CLEO "" r4 171 LC, r 1 Dm 101 SAVO ilr=17 77. PROM= leVaSIO aaaimp1riegeidatelitorids , 0.1.040.1* Assegemee st. COUN7Y1 awe" soup BOMA, AJAO4Willf 31001 ±l Pit/os EASTERN METAL SUF'PLY, WIC 1 wor ISIMmOd MON RPM R. ROO • 13 - • CD r+ 0 f13 M ▪ • WOO • 4Li1e1 p od d m ass ALTERNATIVE 9A ALTERNATIVE 9 risltp• Au.. 47 &IVA , AT AWKOITI GOMM MCC 1/0/11, 430013 AOY7K 0 w /l 3.0271011111 CEILING ¢ FLOOR AMOUNTING INSTAILATIONN sour : 1p' . 1 M1s f17A CGWaN 111nY Of .erhKY•4 ~note tl sFacro 6VP 8f I *Y lY TO STR. APO' AKGMIA7l 1@11 1. LISIX(L4r0,6 AK OraY IOW TOR MOM saAD WADS IV 7O +.63.0. -f ?.0 pi/ AOC mm's imam W 70 fe-r. f -r. Elm At NO= 2. Mfr .2 re, T. TO 8E so .mLFA Pfor Hi. Z sum= DRY HUH 79 X M. .0 C. W/ 5PfC1IC G.M91Y OF 0.37. 2 ' sec Afw w% ra�of n s5a q moms TC eE sormaLYm Isom mum= or MOW • be me. 6ann• Qa� t 71 7/ LAf."Sf 0 1b L001 JOST A 1r•le• � � O POSTimpoll ALTERNATIVE 19 ALTERNATIVE 11 • ...... •- • ....... • ...... ••. ALTERNATIVE 12 • LAW FOR Mex. 483.5; —63.8 psf. INSTALLATION DETAILS ON EXISTING. WOOD 8UILOIING,5 JUL. A. 3.3403 VAT' us ac w 1 77/77 Aft. sa4aiLtma • AID700PI ar PAITC WALL 1412UJiTING INSTALLATION =r: r /a•. 1• ECOloc. Mu/ mom a tx0AtYA1r- i ■R >w1 III[ .•Q rl a1N Me7Or A 11.1.! .r P. L RAMO Or_ / sofa ..... ••••••• ................ 1 Y• 1• ' ..1. , 7,a1. 4 I11th i APi∎ `' 1� leoat ALTERNATIVE 14 NIS FC 2 (V..k.2.VM1 & pJL E T AM' SOLO KM? Aft4INAC/Af STORM lANlt EASTERN METAL SUPPLY: INC 111 rsm•!! MIL Abel WW1 ft aims Opt -A-A- CYO mow.. 81rYi• h L Sr*. ~r e .I �•�. p `1 1 I r • r e. w/ � • n • or vemL T1108UCTREVISED smvpy1.Rsi& Ike FIaAb CA0, Att ylrr* • - O •o • 11 ea 33.10 Ai 1310101 SG= • 7 /;/es Rs: • r T —f•oi Whir ow Ness ri Wife V2 IAD soar. • e &a. T UC SWUM, lf 27411.020 CO OAP 1 , 4_ sea aver . • as' el Annear us laf4.7011 414TERNAT7VE 1S OM./ fir LW SCWW • 6 ALTERNAFIVE 16* SEllit4fztiEIRS28 mowing ilYSTALLATIONS CALE 1,1* 41•• OW cams 0000 IVAN ReCeSSED. , OrMig HIM TO le SESOTS3 S =9: TO SPILSIOT INSTALLAOOK Offirfat 214" SWOT • 3•• eue Je•■ mob Weidner gnaw &Augur TAO Nam= fif r RC. COMAS Ptnwoo EAMEIZ-SiNgterriLar-JE02212 0440 20R/C.EUNG IADON7Dis SECFN rA DE IN ANY IMF 70 5M7 ANY sossissAssit t 7A' O._ PONTRU1131 I OTTATOT MOPED 0 :11 ," N IL ..... • • • 10174 T. JterrAuAnoras ARE SNLY 193,30 r Demo I70D LOOS VP TO #133.0. -03.4 pee Ale PAAELIT iDOC71t2 C. JD 11 UDEN' AS ND71:11 2. NEW t's rP. T ID et SCIAMERN P701 No. 2 SUIPADED 0Y PM 1 a a C. Ill WV= 00417r or KW MOD MAME CONS741CNON: Woo maga ID Se SOWNERti NNE No 2 SPECMC DOWNY Or O.. S 0 M MAL 173313M7 Mil AT APAPPOLe sir AMIXFAL FD• Mis sowscrroi 314.35 ttme tEDADi r 'aze noo ur •• A z waa. • re D.C. taffisel SPOOK Sill --- ;Ill is* t/e FLTIO00 _COMO kt 70 ST z , „11 r Malt ANN Lj g• W zirsqpr NMI PA • rs• Seam 26911 car INS SOWN FL BUXOM COM aLTERNATIVE t 7 • * Y.LJP MR Atm +5I5, -615 ped BUILD—CUT 1NSTALLATIOPI SCALE : 1/4 • ..1111- 9 2.03 • I woo INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS Tderoacr LPN LeS SCAMS a er 0.A 3 so• IV POO MADER itiktiii■ : ALEERHILMLUIA • PRODUCT MIMED Uortselds DaidirqC06, Ampharaff -1,70 • • ALTERNATIVE 38* ItALL102=11E-NSIALLAIMIS STMONS 1 1 * tau° foR Mcw. SCALE / par . . ■!..5 Milos wiry PITTWAY REMCNKCP I • • I .• • r/4144- um me !CROW • r 02 ty a a7cm2Na FOOTRoffoN MOOD Mee= 1-534 -5.15 pat 0-050 =JD NNW ,I1!4441YON Mew PAWL • us • s- cis f 27/W fa. Powlealaff • UMW or NAX. swm arzertits Po n® et/ MEOW ausirit ciEnti TO UMW= r 0.0 • AT AIM 7/111641,er our • maw somas sett Copy 0 rt.) EASTERN METAL SUPPLY, INC J . OLIPSIDS "at" lir, 01Pacr CO —14; 001111•13 41 3,3 .y11 ; /41.1 r/a• u 7�ec KAra • 4 AG W24 ac 7/ 1 - 0 4 042. Pas Nur • mar Jae veto 7/1• ad Ora SLAW • r at avow IN AS 6 W MAMA stinienove 6 A rrAV To DE Cerirsu se IMAM= Deoalaw S 297L JatO71:1 lawfaUADON ( +) ASe• ear emr etl}eom ALTERNATIVE IPA ALTERNATIVE Ige CEILING et FLOOR MOUNT7NG INSTALLI7lQM SECTIONS Ig scar : ►f 1• • r r aura 7NRlm Nat •roc 1 owe-se M? A nee —.my yv Mee ••ray. • OETAa. ! - JI$TALIATIOir Or titre .v1 SOJEWASALROYTS • REYO . rlasAe7, I • ser "� s�AOnrE[ 1 70 A v yeree r 7/Y J.W scabs • r as low roe onomearom or ter7Nr.4• 7WOI1/'CERAUC MOLWAIO SLCOONS CM er COMENN D Ad mer MY 70 SW Ater OeSa'At1AR01N + ALTIRrGTMQcLr, 02101t el NeY Y A)7ACNE0 1 TO HOLLOW C MO AS PER 7s tEMSA oale ON ALITRNAVAT 9{, SWIFT not• • OW sacs • r2 ac S ecreecy ermere I Roaco e/ swinge rLT& E C1CaOI D m Q(J prey wee Mtn AI • r d t RUM= • Toss A► A64R DM MA INS 101► yre , r 1/r AL SAO SOE11 raC. O-I rOa•ea 1. MISMLL1J 4S Ater Oar RUM IO• MON Imo moo P 7D •24121 - 4X0 vet AND PMEL% lEV•7f$ I7 73 s•0: = ro x M. M C. 16/ M`1C OE rY OF SUlr/AL� MO' °erl/! .3' Mg A 2 w/ MANE Omar b a ss TO aE fOV01EiIN Pow ue Sall• • •• as ■• OW MAW MO m If mow ae mow IOW NOW � � COMM IT To r (+) IL ECO mt. \ � 78117 et: ~Aa • Orafa vet C a7MIV een- ees6 MI ee. Prea�r0•.7n01l Meow - tSe LOCOWN i 1 2 A•olaiar AWILIID mlaraa MIL n blI • VOW t/r' w tt�Nt smite • S• etc .Q � 7 N KLOSPID • MI? WOW sad ArriatalrEagil ALTERNATIVE 20$ CEILJNC & FLOOR MOUNTING INSTALLATION SECTIONS 20 IC.6c: 7/4•• 1 INSTALLATION DETAILS ' N EXISTING WOOD BUIZOINGi NOW NET • •Vorr s•m • $s ae � f/r o. SMUG r ►RODU TREVISED o essepttlegvith S -Roil► fiches Cede A D:oueee Do 27 4 4 T eeae dMOr Nwa+2d1 r 2 • Fa.artcvws. =sloe co are I . AI .t &0.1O' =JD NNW rLN141IW STORM PANE. AI " 7/yDJ EASTERN METAL 'SUPPLY,' INC erce wears ve( aver •woes fAOt R ssfar ra U Ns e71d ID M Calculated Parameters , . . Type of Structure Height/Least Horizontal Dim 023 I Flexible Structure No 2m Zmin 15.00 ft , ,Izm Cc * (33/z)"0.167 0.2281 Lzm r(zm/33) ^Epsilon 427.06 ft Q (1/(1 +0.63 ((Min(B,L) +Ht) /Lzm)^0.63))^0.5 0.9142 Gust2 0. 925 1+ 1.7•Izm•3.4•Q) /(1 +1.7 *Izm)) 0.8799 .. .._ ::: 3/31 /2005 Description: victor rivera Analysis by: design 2004 sSUser:Input Data Structure Type ,Basic Wind Speed (V) Structural Category Exposure Struc Nat Frequency (n1) Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) 'Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) Damping Ratio (beta) Building 146 II C 1 14 Hipped 1 9.50 15.11 12.66 54.50 90.50 0.01 mph Hz Deg ft ft ft ft ft Red values should be changed only through "Main Menu" WIND98 v3 -02 Wind Load Design per ASCE 7 -98 EB9844 Ulated` ..Paraniteters Importance Factor 1 Hurricane Prone Region (V> 100 mph) Table C6-4 Values Alpha = 9.500 900.000 zg= At = Bt= Am = Bm = Cc = I= Epsilon = Zmin = 0.105 1.000 0.154 0.650 0.200 500.00 0.200 15.00_ ft ft Gust Factor �Category II : Rigid g ; Strucbur�es; � -3iiinplfied „Method Gust1 1For rigid structures (Nat Freq > 1 Hz) use 0.85 Gust Factor Category 11; Rigid "Structur!es:r: Complete'Analysis: 0.851 • ;.gu Factor Summary: (Since this is not a flexible structure the lessor of Gust1 or Gust2 are used Copyright 2002 - MECA Enterprises, Inc. 0.851 www.mecaconsulting.com Page No. 1 of 4 Condition Kz Kzt Gc i Max + Max - Open Buildings 0.00 ft 0.00 Partially Enclosed Buildings Ib/ft "2 0.55 -GCpi -0.55 Enclosed Buildings 1.00 0.18 23.21 -0.18 Enclosed Buildings 1 0.18 1 -0.18 Elev Kz Kzt qz Pressure (Ib/ft"2) Windward Wall* ft Ib/ft "2 +GCpi -GCpi 15.11 0.85 1.00 46.39 23.21 39.89 15 0.85 1.00 46.32 23.16 39.84 WIND98 v3 -02 Wind Load Design per ASCE 7 -98 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights (Non - flexible) Table 6 -7 Internal Pressure Coefficients for Buildings. Gcpi Copyright 2002 - MECA Enterprises, Inc. 3/31 /2005 www.mecaconsulting.com Page No. 2 of 4 Variable ° Formula NY , ;` . ° .. " Value" ` 'Units Kh 2.01 *(15 /zgr(2/Alpha) 0.85 Kht Topographic factor (Fig 6-2) 1.00 -12.92 Oh .00256 *(V)"2*I *Kh *Kht*Kd 46.32 psf Khcc Comp 8 Clad: Table 6-5 Case 2 0.85 -21.26 Qhcc .00256" V"2*I *Khcc *KhrKd 46.32 psf Pressure Coefficients, Cp w , _ Roof Area (sq. ft.) Leeward Walls (Wind Dir Normal to 54.5 ft waU) Side Walls Reduction Factor 1.00 Calculations for Wind Normal to 54.5 ft Face fir,' Additional- Reins ma' ay r + e q'd for other wind,`dnections`" ti Cp . r F," Pressure (psf); 's :t Y ; " +tiC -t3Cpr Leeward Walls (Wind Dir Normal to 54.5 ft waU) Side Walls -0.37 -0.70 -22.82 -35.90 -6.15 -19.22 :.Roof = Wmd Normal to Ridge (Theta>=10) -:for Wind Normal to 54.5 ft face Windward - Max Negative -0.54 -29.60 -12.92 Leeward Normal to Ridge -0.46 -26.45 -9.77 Overhang Top (Windward) -0.54 -21.26 -21.26 Overhang Top (Leeward) -0.46 -18.11 -18.11 Overhang Bottom (Applicable on Windward only) 0.80 31.50 31.50 Roof - Wind Parallel to Ridge"(AIH Theta) - for Wind Normal to;54.5,ft face Dist from Windward Edge: 0 ft to 6.33 ft -0.90 43.77 -27.10 Dist from Windward Edge: 6.33 ft to 12.66 ft -0.90 -43.77 -27.10 Dist from Windward Edge: 12.66 ft to 25.32 ft -0.50 -28.03 -11.35 Dist from Windward Edge: > 25.32 ft -0.30 -20.15 -3.47 WIND98 v3 -02 Wind Load Design per ASCE 7 -98 Figure 6 -3 - External Pressure Coefficients, Co Loads on Main Wind -Force Resisting Systems 4 = Wall PmssureCoefficrents, CV Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 1 0.8 nce from windward edge Figure 6.6 - External Pressure Coefficients. QC!) 3/31/2005 Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 3 of 4 Component width (ft) Span (ft) Area (f *2) Zone GCp Wind Press (Ib/ft"2) Max Min Max Min /window 13.00 4 0.98 -1.08 53.73 -58.36 (window 9.00 4 1.00 - 1.10 54.66 -59.29 door 29.50 5 0.92 -1.23 50.82 -65.50 door 40.00 4 0.89 -0.99 49.74 -54.37 rafter 20.66 142.28 1 0.30 -0.80 22.23 -45.40 a = 5.064 WIND98 v3 -02 Wind Load Design per ASCE 7-98 « Loads on Components and Cladding for Buildings w/ l 60 ft ==> 1 5.06 ft 1 ote: • Enter Zone 1 through 5, or 1 H through 3H for overhangs. a Hipped Roof 10 < Theta < =30 3/31/2005 Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 4 of 4 THIS INSTRUMENT PREPARED BY AND RETURN TO: ANIBAL J. DUARTE-VIERA, ESQ. TITLE COMPANY OF AMERICA, INC. 5835 BLUE LAGOON DRIVE 0200 MIAMI, FLORIDA 33126 Property Appraisers Parcel Idemiflctuton (Folio) Numbers: Signed, sealed and delivered inlbeuresence of STATE OF FLORIDA COUNTY OF MIAMI -DADIS The foregoing instrument was RODRIGUEZ and MARGO SEAL My Commission 1AT �F i s ed No Name 11111111111111111111111101111111111 111111111 Ct=1.4 20048063327$ OR 6k 22519 Ps 2994; (las RECORDED 07/27/2004 18107:44 DEED DOC TAX 2.460.00 HARVEY RUSIN. CLERK OF COURT NIAHI -DADS COUNTY. FLORIDA LAST PAGE Space Above This line For Recording ikna U TH WARRANTY D1$ED, made the 2026 day of Atty. by AUGUSTIN RODRIGUEZ and MARGO RODRIGUEZ. husband and wife, whose post office address is 326 NE 92ND STREET. MIAMI, FLORIDA 33138 herein called the mums, to DAVID M. PILLER and JULIE A. PILLER, husband and wife, whose post office address is 7387 BASILDON AVENUE, PLAYA DEL REY, CALIFORNIA 90293, hereinafter called the Grantees: (H7a.. ever used herein the terms gramor' and "grantee fa hale tdl the patsies to this his ll and Ile hens. legal rep aunIwh as and ensigns ofindividuafs. and the successors and assigns gfca.pormionsl W 1 T Ft E S S E T 11: That the grantors, for and In consideration of the suns of TEN AND 00/100'S (910.00) Dollars and otter valuable consiider:diens, receipt e'hereof is hereby acknowledged, hereby grams, bargains, sells, aliens, remises, Messes, conveys and confirms unto the grantee all that certain land situate in MIAMI -DADE County. State of Florida, viz: LOT t0 AND THE WEST 112 OF LOT 9, IN BLOCK 48, AMENDED PLAT OF MIAMI SHORES, SECTION ONE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS 01? MIAMI -DADE COUNTY, FLORIDA. Subject an eat: meats, restrictions] and reservations of record and to taxes for the year 2004 and thersaler. TOGETHER, with all the tenements, hs edappurtenances ents and appurtenances this etc belongin3 er in enywise appertaining. TO HAVE AND TO HOLD, the same in 16e simple forever. AND, Me grantors hereby covenant with said grantees that the gfantoln are lawfully seized of said land in fee simple; that the grantors have good right and lawful authority to sell and convey said land, and hereby warrant the dde to said land and will deilmd the same against the lawful claims of an persons whomsoever, and that said land is free (Wall encumbrances, except taxes staving subsequent to December 31, 2003. IN WITNESS WHEREOF, the said ;garners have signori and sealed these presents the day and year first above written. A' a >'` STIN ROD • GU _ o?�rd 5 A914943 C/I �Qc lye. 4 a 4 Z 4.7;� .5.15',V F � PofARGO D t der BZ S acknowledged before me this 20th day of July, 2004 by AUGUSTIN RODRIGUEZ who are personally known to me or have produced as identification. Print Mar -20 -2005 03:36pa Fro-- THIS INSTRUMENT PREPARED BY AND RETURN TO: ANIBAL J. DUARTE- VIERA, ESQ. TITLE COMPANY OF AMERICA, INC. 5835 BLUE LAGOON DRIVE 4200 MIAMI, FLORIDA 33126 Property Appraisers Parcel Identification (Folio) Numbers: Space Above This Une For Recording Data TELLS WARRANTY DEED, made the 20th day of July, 2004 by AUGUSTIN RODRIGUEZ and MARCO RODRIGUEZ, husband and wife, whose post office address is 326 NE 92ND STREET, MIAMI, FLORIDA 33138 herein called the grantors, to DAVID M. PILLER and JULIE A. PILLER, husband and wife, whose post office address is 7327 EARLDON AVENUE, PLAYA DEL REY, CALIFORNIA 90293, hereinafter called the Grantees: (Wherever used herein the terms grantor" and "grantee" Include all the parries to this instrument and the heeds, legal representatives and assigns of individuals. and the sueeassors and assigns of eorperations) W 11 T N E S S E T H: That the grantors, for and in consideration of the sum of TEN AND 00/100'S (810.00) Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms umo the grantee all that certain land situate in MIAMI -DADE County, State of Florida, viz: LOT 10 AND THE WEST I/2 OF LOT 9, IN BLOCK 48, AMENDED PLAT OF MIAMI SHORES, SECTION ONE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70, OP THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. Subject to easements, restrictions and reservations of record and to toles for the year 2004 and thereafter. TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in Ike simple forever. AND, the grantors hereby covenant with said grantees that the grantors are lawfully seized of said land in fee simple; that the grantors have good right and lawful authority to sell and convey said land, and hereby warrant the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2003. IN WITNESS WHEREOF, the said grantors have signed and sealed these presents the day and year feat above written. Signed, sealed and delivered in tesenee of: Witness Signature Witness 42 Printed Name STATE OF FLORIDA COUNTY OF MIAMI -DARE The foregoing instrument was acknowledged before me this 20th RODRIGUEZ and MARGO RODRIGUEZ who are personally as identification. SEAL My Commission Pile No: A0413470 + T -066 P.002/002 F -434 A " STIN ROD • GU A 4 1/ 5 C./4C. "Oa de AN dei)cf/ 6 MARGO' •D' G KZ Prin ed No Name 111111111111111111111111111111111111111111111 CFN 2004 OR Ok 22519 Ps 2994: tips) RECORDED 07/27/2004 18;07:44 DEED DOC TAX 2.460.00 HARVEY RUVINv CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE day of July, 2004 known to me or -e Not ry is by AUGUSTIN have produced . I ( W e ) h a v e been r e t a i n e d b y V V e:rioe to perform special inspector services under the Florida Building Code at the .32 N E q2 structures as of - am a 3 (- 05 (date). I project on the below in struc e Stale of Florida. registered or professional engineer licensed in the PROCESS NUMBERS: cD 5 Lt (v l .' 3. i MIAMI DADE .COUNTX. BUI ING.DEPARTMENT . • _ _ - . 11805 SW 26 Street" - MIAMI, FLORIDA 33175 NOTICE TO MIAMI -DADE COUNTY BUILDING DEPARTMENT OF E14PLOYM NT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING 0 SPECIAL INSPECTOR FOR PILING, FIX 1822.1.20 t SPECIAL INSPECTOR FOR TRUSSES OVER 35FT LONG OR 6FT HIGH M19.17.2.4.2 SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 • 0 SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 22182 0 SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 0 SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS PER FBC 1927.12 ❑ SPECIAL INSPECTOR FOR o(: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection * 1. R. 1 ii)1)(1'1 Rt4L•MI .P.E . • 2. - A.:k4N0 *Special Inspectors utilhing authorized representatives shall insure the authorted representative is qualifred by education or Iicensw.e to perform the duties assigned by the Special Inspector. The qualtfications include licencsu a a a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination: or registration as building inspectgs or general contractor. I. (we) will notify. HandDade County Building Deparment of any changes regarding authorized- personnel performing inspection services. 1, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami -Dade County Building Department Inspector...All' mandatory inspections. as required by the Florida Building Code, must be performed by the County. The County building inspections must be called for on all mandatory inspecdons. Inspections performed by the Special Inspector hired by the Owner are In addition to the mandatory' lnspecttons performed by the Deportment.. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portjo project outlined above meet the intent of the Florida Building Code and are in substantial accordance vrr e za - , tans. Signed and Sealed Date: 3 , -; i 40 eer/Ar chitect • e A(1iakab .6Lf'4 It'1= Address 447 ( 1\1 36 ST. St +tie S Ft� S0 ire 20( . Phone No. (3o5 kb q(( Ha.Fomm11342 Special Inspector Log.doc Rev. 02/28/02 i I. I (We) have been retained by V E CTO i?.. iU C to perform services under the Florida Building Code at the 326 HE 42 S.i e i-a structures as of �, � I � - 05 � Project on the below listed s (date). I am a registered architect or professional engineer licensed in the . State of Florida. PROCESS NUMBERS: O ' — 441 ❑ SPECIAL INSPECTOR FOR PILING, Ric 1 822.120 • R SPECIAL INSPECTOR FOR TRUSSES OVER 35FT LONG OR 6FT HIGH M19.17.2.4.2 SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 22182 ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 SPECIAL INSPECTOR. FOR PRECAST UNITS & ATTACHMENTS PER FBC 1927.12 SPECIAL INSPECTOR FOR yogi Only the marked boxes apply. • The following individual(s) employed by this firm or me are authorized representatives to perform inspection * . 1. 01 Ii U01) tJ . l• M I . p. E • 2. -kk N i C RU S; 3. 3: *Special Inspectors utlllring authorized representatives shall Lure the authorized representative is qualified by education or licensure to perform the duties a uigried by the Special Inspector: The qualyicationi shall include licensure as a professional engineer or architect: graduation from an engineering education program In civil or structural engineering; graduation from an architectural education program; successful completion of the rVCEES Fundamentals Examination: or registration as building inspectq, or general contractor. I, (we) will notify. Muni-Dade County Building Department of any changes regarding authorized- personnel performing inspection services. . .1 I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami -Dade County Building Department Inspictor....4 mandatory Code, must be performed by the County. The County building , performed by the Special Inspector hired r , by the Depav amen&. - Further, upon completion "'cling Inspector at the time of final inspection the )474, ... ii, .: that, to the best' of my knowledge, belief and "ki 1 meet the intent of the Florida Building Code and moons, as required by the Flo inspections must be called for on all by the Owner are in a+ddlsIon t� the of the work under each Building completed inspection log form professional judgment those portio L e , are in substantial accordance with = -• . • vt<d Signed and Sealed Date: 3 i O HAFOrms\BL -2 Special Inspector Ldg.doc Rev. 0228/02 MIAMI DADS COUNT BUILDING.DEPARTMENT . • • •' • . "11805SW26Stieet% " _. ._..__ _... MIAMI, FLORIDA 33175 NOTICE TO MIAMI -DADE COUNTY BUILDING DEPARTMENT . OF EMPLOY ENT AS SPECIAL INSPECTOR UNDER THE FLORID \ BUILDING ODE /Architect • _ ame � 1i ►LliU1�i�( �(�PPiN�1. ��E . A ddress 447 t i t J th sl M( Wit4.65 re Phone No. (305 e C cAl" ,t c 7, FOUND PIPE & CAP (NO ID) O O u; w000 POLE 17.00' (0 O 10.90' 17.90' i CONC. SIDEWALK 75.00' O PAVED 15' ALLEY o ONE STORY RESIDENpE # 326 CO 5.50' 4.80' 0 co c0 N 0 O Lfi FOOT 1 /2" IRON PIPE (NO ID) DELTA SURVEYORS, INC. 00 13052 SW 133RD COURT MIAMI, FL IDA 33186 DATE: 'd' 0 OJ 305- 253 -0909 00 FAX: 305 - 253 -0933 m H P® o • LL. 0) 0 cNi w 0 Z Q M Li 0 — CC 0.00' ^ .z i H k 19 14 rJ 50 THE WEST 1/2 OF LOT 9 BLOCK 48 FOUND PIPE & CAP (NO ID) B (I LEGAL DESCRIPTION: The Wt OF MIAMI SHORES SECTION N Book 10 at Page 70 of the Miami —Dade County, Florida. SURVEY FOR: VICTOR ELLJO' DAVID PILLER 326 NE 92ND STREET MIAMI SHORES. FLORIDA 3: I HEREBY CERTIFY: That t was completed under my su and belief. This survey meets or excee' Florida Board of Land Surveyors in Chapte Section 472.027, Florida Statutes. LO( H: \04— Drawings \04 1035.dwg, 9/22/2004 4:29:58 PM, Auto HP DesignJet 500 42 by HP2 on DLI )UNDARY SURVEY st 1/2 of Lots 9 and 10, Block 48, AN AMENDED PLAT 3. 1, according to the Plat thereof, as recorded in Plat 'ublic Records of Dode County, Florida, now known as T RIVERA AND •138 ie SKETCH OF SURVEY of the above captioned property )ervision and /or direction, to the best of my knowledge s the Minimum Technical Standards set forth by the 61G -17 -6 Florida Administrative Code. Pursuant—to jf ATBON SKETCH N.T.S. ARE 92nd STREET 1 A.pc3, 1:1 WALDO F. PAEZ RS PROFESSIONAL SURVEYOR A1y0 MAPPER NO. 3284 CERTIFICATE OF AUTHORIZATION L.B. NO. 3386 STATE OF FLORIDA 1)FL000 ZONE: X PANEL NO. 0093 J COMMUNITY NO. 120652 DATE OF MAP: 7 -17 -95 2)THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBUC RECORDS OF THIS COUNTY 3)EXAMINATION OF ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING PROPERTY 4)LOCATION AND IDENTIFICATION OF UTILITILIES, IF ANY ARE SHOWN IN ACCORDANCE WITH RECORDED PLAT 5)OWNERSHIP IS SUBJECT TO OPINION OF TITLE 6)TYPE OF SURVEY: BOUNDARY SURVEY 7)LEGAL DESCRIPTION: FURNISHED BY CUENT 8)THIS SURVEY IS NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER 9)THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTIES 10)UNDERGROUND UTIUTIES ARE NOT DEPICTED HEREON, CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK OR CONSTRUCTION ON THE PROPERTY HEREIN DESCRIBED. SURVEYOR SHALL BE NOTIFIED AS TO ANY DEVIATION FROM UTILITIES SHOWN HEREON. 11)THE SURVEYOR OF RECORD DOES NOT DETERMINE OWNERSHIP OF FENCES. MEASUREMENTS SHOWN HEREON DEPICT PHYSICAL LOCATION OF FENCE 12)WELL— IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 1:7500 FT. 13)IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE RELATIONSHIPS BETWEEN PHYSICAL IMPROVEMENTS AND /OR LOT LINES. IN ALL CASES, DIMENSIONS SHOWN SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. 14)N0 ATTEMPT HAS BEEN MADE TO LOCATE ANY FOUNDATION BENEATH THE SURFACE OF THE GROUND. IF ELEVATIONS ARE SHOWN, THEY ARE BASED ON A CLOSED LEVEL LOOP USING THIRD ORDER PROCEDURE AND ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. 0.0 DENOTES EXISTING ELEVATION ELEVATION REFERS TO THE NATIONAL GEODETIC VERTICAL DATUM OF MEAN SEA LEVEL OF 1929 BENCHMARK: ELEVATION: LOCATOR INDEX: FIELD SURVEY DATE: 9 -21 -04 SCALE: 1 = 20' DRAWN BY: Y.R. DRAWING DATE: 9 -22 -04 FB: 234 PG: 26 DRAWING NO.: 04 -1035x