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1042 NE 95 St (13)Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type lnsp'n � N pow Permit No. C69 0-04 ^ 31(0 Name 0c1b `? I0 . Address l l) c.D, N v g J s+. L ore- • _ . 6(- 344 -1 (64-S- For Inspector: is p 8 1 & Date , .'Approve Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date KV7 Time Type Insp'ne kikhiebtitA ` + w Permit No. 'JP ' ACC& Sg!J Name /)T Address t 04 Z 95 Company ? C M0M Q. G1 t U Phone # i J 4 j W For Inspector: 7 3 Correction Re- Insp'n Fee zt 1,1 // :3 . / l.`30 ,4 inr0a103 22t5i GIBRALTAR SOUTHEASTERN RN mETALB ; 91305919i428PPO4 _ .. No.43 . DOOM • BUILDING CODE COntPLUAIgCt OFFICE (OcCU) VP,ODUCT CONTROL UtVIIION NOTICE OF ACCEPTANCE NO Southeastern Motels bilanulhcturfaE Cu., Inc- 1.1801 Industry Drive Jacksonville, Florida 32218 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 Wad accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid alter the expiration date stated below. The Miami•Dade County Product Control Division (In Miami Dade County) and/or the AIir (in areas other than Miami Dade County) reserve the right to have this product or materiel tested for quality assurance purposes. If this product or material fails to pertbnn to the accepted manner, the manufacturer will incur the expense of such casting and the ART may immediately revoke. modify, or suspend the use of such product or material within their j urisdiltioa. BORA reserves the tight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material 1 ile to meet the requirements oldie applicable building code. This product is approved es described herein, and has been do igned to comply with the Nigh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.0356" (min.) Galvanized Sled Storrs Panels Shutter APPROVAL DOCUMENT: Drawing No. 96- 20GA01, tided " Southeastern Metals Manufacturing Co., Inn. 20 Gauge Galvanized Stgrm Panel System ", spats 1 and 2 of 2. prepared by Southeaster' Metals Manufacturing Co., Inc., dated October 17. 1997, last revision 112 dated October 10, 2002 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 LMIPACF RATING: Large and Small Missile Impact LABELLING: Each panel shall beau' a permanent label with the manufactures time or logo, city, state and the 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 per[blmance of this product. TERM 'NATION of this NOA will occursiker 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 adds NOA as an endorsement of any prnduet, for soIcs, advertising or any other purposes shall automatically terminate this 1IOA. Failure to comply with any section or this NOA shall be cause for termination and removal oCNOA. ADVELLTtSE.%INT: The NOA number preceded by the words Miami -Dade County. Florida. and followed by the expiration date icy be displayedifl advertising literature. Irony portion of the NOA is displayed, then it shalt be dune in its 0ntircty. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or hs distributors and shall be available for inspection at the job sue at the request of the Building Of(etal. This NOA revises & renews NOA 1199- 0318.03 & consists of this page 1 & approval document mentioned above. Thc Submitted documentation was rcvicwe¢l by Briny A. Makar, P.E. MiMA-DADB COUNTY. FLORIDA teurr tO-OADa PLAOLBR DUII. p1NO 140 wan V1.dWLER SUITE 1401 MIAMi. t►LOQIOA 33110-150 (,Ipl) X15 -1901 rAx (30a) 3 /11901 N'OA No 014809.03 Expiration Dam 1011012007 Approval Date: 11121)1002 T I Vr CO a ti graft rePg.AL 2(, GA C ALVINJEO PAIA ii le. i 'rw ! " Aar ar 1 - -s.u. mew" •---� f A OP tloomom siorso 4 r. . =eras mom ~es 1 w w.s+c.r�•+ w — tire• rtlal P"4"11 . �� •ter r wr.� MIL s rr•R Q ! i rr 7 /�� Y! L NO • rsra ttwtrrts t•r.rm• us y Oa OMAN Mu& trr••. • •ea. r. • 11.4 irr Mrs •rte.• K •4•.d nww r `` ��w.�s� r maw( 44P4-.0 r+a.rMr.r�.s•rura� at MCI wTir�r •6ir'e ..� POSTC a 1 445 NEGLINE w a 14. 1 1 ao 1•ilr •1••Q rrlu 1 .• FF •E9r qN,e: Albl o •esQ lwN• +Ar• sU1•s ildl 1 11111111 1 1 1 1 17- :N +aIM It-r1 d add -.•�+ ua.►� , (1 1 u w. I 1 r1lt► .raeeld .rt — se Valltre. Sr Pa teas le ROM '' IX 1 BHP R I U NOw9 1 a+ra► 7/1" aryl F-- •1.wr- {-- U.r- 4- -uM- -1 air* - lard M NOW a aloft • arms••• .rt Kamm row Mc •.r r• •• i s r�+ R �i •ir w •ir /q•"'j —ni -. — q,� 4 -11or -i- -u -4 .■..i.� ' S�.. r a• ..r �w .a vrt.r..e ' 1 C• • • . • • • . • • • • .O[ Rratr ▪ vs" we egg • as r+s 1 p.alrf aw{ 1 r f ow; LW4 met Lt✓t 1 lrf yr; • Lr; t!o►{ n yams STUD A!$tE SLL LAYOUT 2 3 I 4 NEMER C11► INO. tmoU( C. J VO4 rs $/$01 Ifl rl 111 1 1 •fI ) tor+ us* t uel. sal ..w a 4.w t SOON 1,104 1 rsw—{ w lr& 1 • • • • • . • . 1 • . . . • . • • + tart wit Lts l art {Sr'+ tort *art , r+ 1 sal N Kan W_4 F- tur -f- w r-4-• iUl --f- -f-- uwr 1- -u w--4 1 • . • • • • • • . • . • • . • • • • • 1 1 S'. hE RC l i I el Ef • r•• •1411vig1 RLWC XSAIINIALIP IIIIMAIIPM •••• s •• .• • ti Y .. 1�� 1)111 ... _, ._ r Name Building Official Name of Municipality Address City, State, Zip RE: SHUTTER PRODUCT APPROVAL AU"I HOP: ZATION FORM Dear Sir : We are the authorized distributor of the Dade County Notice of Acceptance FT iider for 20 GA. SINGLE STORM PLY SYSTEM under the 97- 0805.01 . This letter authorizes to use our Installer 20 GA. SINGLE STORM PLY SYSTEM approved under number 97- 0805.01 to be 1.15.:' . the following job: ■ 11 1110111811V1)11% .' • P.O. IIIIN 26;141 ' Jai kamivllle, 1 lialiin 377111 • 1(800)342.1279 11. WATS • l(R00)1114 -0335 NAT. WATS • (904)7', 1 -4200 Name Of Owner Jnbsite Address Southeastern Metals Mari r facturing ('n., Inc. 44uthoriz: d Signature fr in Notice of Acceptance Holder JIM HORTON. VICE PRESIDENT Print Plarne and Title Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. �I'' Date tom = ..»...... _..__.. »_ .__ »...._._........ ,19.. • Owner's Name and Address . 11 1_ _. N0 yL » ». Street— ...... Registered Architect and /or Engineer ..,... "IT :91::.A•T- ,,:,,,H- ., ...... Name and address of licensed contactor Location and legal description of lot to be built on: Lot J Block Street and Number where work is to be done Al X _. . a AL..... �� 2...- . = ! 44,4(. ! 0Gtioto..f L o o ' s &AC d 4P /f lsa 9./y State work to be done and purpose of building (by floors ). 0.0.. .44..._ .114/ d ;t 4440 e " New Building Remodeling To be constructed of Kind of foundation Estimated Total cost of improvements $ frvp Zone cubage required Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcon• _ •rs, on to be performed un• this permit, as are licensed by Miami Shores Village. Remarks (Signed)-.. STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. 7� _ Permit No � � Date Z - 2 ,t l Read, Sworn to and Subscribed before me. ��[ APPLICATION FOR BUILDING PERMIT MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Disapproved (Signed) Building In pcctor My Commission Expires / PLANNING BOARD DATE Chairman Member Member Member Member ....- • — •--- ._.- -- - -. - -._ Member ...._ — .- -•- --- Council Approved — Date 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 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. at Subdivision )L ea- 8Y 5 D 0 ` t c' — T Gt..) ..J s — Notary Public, State of Florida NL -S and for no other purpose. Addition Repairs .I/ No. of Stories et Roof Covering Amount of Permit ........ Z `S .Plan Cubage Size of Building Lot to me well known, t PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ..• r G � p /` Date 1 " 4 5 Job Address 10 N (. (5 5T Tax Foli 1 ) I -- 3 0 V ,/ - 6 0 5 Legal Description - P C)O(-PQ n Historically Designated: Yes No Owner/Lessee / Tenant e_Pri5e it- ✓q Owner's Address 6 (/fl _ » m I Contracting Co. �h Q cie (?.( .( n6- / . 20 . Qualifier 1 . , -J( V I a !i a le— � Phone S66 X95 6 (a Estimated Cost (value) / 0 C.C.F. • ` NOTARY TOTAL DUE ©• 3Y •Arta �s ~ 5 9 / sb le 0- ( * .cofz 1^ ' of we" S JrfGBS � s na- D 1& pct 3q ' tOc yto 1 a7 M!O d NT I R 0 oLRo C4 k_--Re INDUSTRIES, INC. 1660 W. 33rd PLACE 1660 W. 33rd PLACE HIALEAH, FLORIDA 33012 City of Miami Shores Frank Lubien, City Official 10050 NE 2nd Ave. Miami Shores, F1. 33138 Dear Sirs: We are the Dade County Notice of Acceptance Holder for the 5052 H -32 aluminum hurricane shutters under number 94- 0711.02 This letter authorizes Florida Metal 6061 T -6 aluminum hurricane shutters 0711.02 to be used for the following to`st — /"E q5 Sincerely, FLOR ' METAL INDUSTRIES, INC. id J W`Ylliams Produ on Manager June 29, 1995 PHONE: (305) 828 -2282 FAX (305) 828 -2182 TOLL FREE 1- 800 - 675 -4886 MANUFACTURERS OF SHUTTER SYSTEMS Industries, Inc. to use our approved under number 94- job: • • ME1 DADS= Florida Metal Industries, Inc. 1660 W. 33 Place Hialeah FL 33012 :Y ^; ;::,:,y��a:c...•,. - _ ,' ..- .,.��!!.:,ctvir:" cry;: '. METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 5052 - i-132 Your application for Product Approval of: "Storm Guard" Aluminum Storm' Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant&Al-Farooq Corp.Dra vir g #94- 41,Sheetsl &2 oft dated 5/28/94 signed &sealed by H. Farroq,P.E.;Hurricane Engineering& Testing,Inc. Test Reports#HETI -94 -118 dated 5/21/94& HETI -94 -122 dated 5 /24 /94,signed &sealed by Arshad Vigor, P.E. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to secure•this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No =94- 0711.02 C.Q41 'l Di. ond, P.E. roduct Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Expires: 08/15/97 Approved: 08/15/94 -1- Charles anger, Director Building Code Compliance Dept. Metropolitan Dade County Florida Metal Industries, Inc. ACCEPTANCE NO.: 94- 0711.02 APPROVED AIM JG 1 5 1994 EXPIRES AUG 1 5 1997 1. DESCRIPTION - • -This-approves an aluminum storm panel under the trade name of "Storm Guard" designed to comply with the South Florida Building Code Impact Test Requirement and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", for the following locations: a. Non - coastal building zone. b.... Coastal building zone. 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel high of 8' -0" or 96 ", 7'- 7 1/2" or 91 1/2" for inside mount, to be installed only as outlined on drawing No. 94 -41 Sheets 1 and 2 of 2. 3.2 Minimum separation to existing glass to protect shall be 2 5/16 ". 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Special Requirement: Reinforcing straps, consisting of one 1 1/2" wide by 1/8" thick bar of aluminum alloy 6063 -T6 must be used at all intermediate panels within the opening, spaced at not more than 24" o.c. and shall cross every panel web and lip, including the first and last lip, fastened with a 1/4" -20 bolt w /wing nut & washer spaced at max. distance of 12" on center. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 94 -41 Sheets 1 and 2 of 2, using aluminum alloy 5052 -H32, 063" thick. 2.2 Panels have a nominal width of 12.00" and a total width of 13.75", forming 2.00" deep ribs 2.3 Components shall be aluminum alloys 6063 -T5, 2" x 2" x 1/8" angle, 1 1/2" x 1/8" bar and extruded parts. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: a. Wall Mount (Direct Mount) The panels are secured inside a top track (Wall Mount Header) at the head, which is anchored to the wall, and fastened to the 2" x 2" x 1/8" continuous studded aluminum angle (Base Angle) at the sill, using 1/4 " -20 x 3/4" studs w /wingnuts spaced at 12" o.c. as shown on approved detailed drawing No. 94 -41, Sheet 2 of 2, Sections A -A and B- B,>bearing the Dade County Product Control approval stamp. 2 Gil Diamond, P.E. Supervisor Product Control Division Florida Metal Inliustries, Inc. ACCEPTANCE NO.: 94- 0711.02 APPROVED AUG 1 5 1994 EXPIRES AUG 1 5 1997 .NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS b . Ceiling/Floor Mount The panels are secured inside a-top track (Ceiling Mount Header) at the head, which is anchored to the inside of opening, and fastened to the 2" x 2" x 1/8" continuous studded aluminum angle (Base Angle) at the sill, using 1/4 " -20 x 3/4" studs w /wingnuts spaced at 12" o.c., which in turn is anchored to the floor, as shown on detailed drawing No. 94 -41, Sheet 2 of 2, Section C -C, bearing the Dade County Product Control approval stamp. c. Any combination of the above . 4.2 Anchorage of the aluminum angles shall be to concrete, masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 94 -41, Sheets 1 and 2 of 2. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name.or logo, city, state and following statement: "Dade County Product Control Approved ". Also a Warning Note shall be permanently stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing straps are properly installed. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: a. This Notice of Acceptance. b. Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width'of building. c. Duplicate prints of approved drawings No. 94 -41 Sheets 1 and 2 of 2, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. - 2a - Gil Diamond, P.E. Supervisor Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY HETI -94 -118 Max.. 2.03" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +65.0 PSF HETI -94 -118 +50.0 PSF HETI -94 -118 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -95.0 PSF HETI -94 -118 -73.0 PSF HETI -94 -118 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +75.0 PSF HETI -94 -122 +50.0 PSF HETI -94 -122 Max.. 0.91" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE - 110.0 PSF HETI -94 -122 -73.3 PSF HETI -94 -122 DESIGN PRESSURE RATING +50.0 PSF -73.0 PSF -'at7.,c ; 7.55 z �s! Florida Metal Industries, Inc. ACCEPTANCE NO.: 94- 0711.02 APPROVED AUG 1 5 1994 EXPIRES AUG 1 5 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED - TESTS: RESULTS: 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of "Storm Guard" storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -118, dated May 21, 1994, signed and sealed by Arshad Vigar, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of "Storm Guard" storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -122, dated May 244994, signed and sealed by Arshad Viqar, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -41 "Storm Guard" Storm Panel Details, Sheets 1 and 2 of 2, prepared by AI- Farooq Corporation, dated 05/28/94, signed and sealed by Humayoun Farooq, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report # 1994002222 dated 07/20/94 prepared by Reynolds Metals Company for Aluminum Alloy 5052 -H32 8.3.2 Certified Test Report from independent lab. Pending - 2b - Gil Diamond, P.E. Supervisor Product Control Division Florida Metal Industries, Inc. ACCEPTANCE NO.: 94 -071' 1.02 APPROVED AUG 1 5 1994 EXPIRES AUG 1 5 1997 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Extension of Acceptance may b.e considered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be ground for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. A copy of this approval as well as approved drawings and other documents shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspection at the job site at all time. The prints need not be re- sealed by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. it Diamond, P Supervisor Product Control Division 2.000 330 WALL MOUNT HEADER 6063 -T5 CEIUNG MOUNT HEADER 6063 -T5 2.000 .125 �--- 2.000 --64 BASE ANGLE 6063 -T5 a 5 4 TYP N z 0 z o N 2 1 6 4 C = -- PANEL ALUMINUM .063 5052 -H32 C3 "_ 12.000 - C FOR FASTNER DETAILS SEE SECTIONS ON SHEET 2 B A TYPICAL ELE=VATION PRODUCT MARKING A LABEL SHALL BE AFFIXED AT BOTTOM OF ONE PANEL EACH OPENING WITH THE FOLLOWING STATEMENT. "STORM GUARD" ALUMINUM STORM PANEL. "DADE COUNTY PRODUCT CONTROL APPROVED" MANUFACTURED BY FLORIDA METAL INDUSTRIES, INC. HIALEAJ4, FL DESIGN PRESSURE RATING + 50 PSF. — 72.8 PSF FOR INSTALLATION DETAILS SEE SHEET 2 OF 2. 1 -1/2• X 1/8" ALUM STRAP(6063 -T5) W/ 1/4 -20 x 3/4 STUDS W/ WING NUT do WASHER 0 12" 0.C. xa OF 24" TYP ..GaiES.61 NOT1 =S 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FL. BLDG. CODE 1988 EDITION FOR DADE COUNTY, 1992 EDITION FOR BROWARD COUNTY ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM. MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE W(TH THE "ALUMINUM CONSTRUCTION MANUAL LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 -T5, OR AS NOTED. 4. ANCHORS SHALL BE AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DIFFERENT TYPES OF ANCHORS MAY BE INTERCHANGED IN APPUCATION. 5. ALL BOLTS SHALL BE STAINLESS STEEL. ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED SILL+_ WING NUTS TO BE OF ZINC ALLOY. 6. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE /ZONE 7. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION S L /30 OR 2". 8. ANCHORING OR LOADING CONDT110NS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 9. EACH PANEL SHALL HAVE A LEGIBLE AND READILY VISIBLE DECAL - OF PAINTED INSTRUCTIONS TO THE OWNER OR TENANT INDICATING THE MANDATORY USE OF ALUMINUM STRAP SPACED AT NO MORE THAN 24 0.C. SIMULTANEOUSLY WITH THE STORM PANELS DURING PERIODS OF WIND VELOCITY GREATER THAN 75 MPH AS THOSE PERIODS ARE DESIGNATED BY THE U.S. WEATHER BUREAU. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. ENGINEER H.FAROOQ PE f 16557 JUL 1 9 1994 1 N__ 1-1/2" X 1/8" ALUM STRAP (6063 -15) W/ 1/4 -20 x 3/4" STUDS W/• WING NUT & WASHER 0 12" 0.C. ocktivo ASS MIN P!'Ht Wit-4 It1 ANT PRODUCT CONTROL DIVISION BUILDING CODE O 6 ANCE *Off10 2 ACCEPTANCE MO;. : "— 0 7// D z 0 0 w O Cr CL O 0 co Q -a T 1W 0 -04 . C 4-4 ul J U Z ±: 0 J CO Q t0 = C T T. drawing no. 94-41 (sheet 1 of 2 BASE MAT. ANCHOR SPACING TEST BLOCK t / � '� t � / � TAPCONS 12 CYCLIC WOOD S.G. - 0.51 1/4' X 1 LAC BOLTS l r UNIFORM BASE MAT. ANCHOR S TEST BLOCK t/ : 1-.3/c TAPCONS 9 " . C WOOD S.C. -0.51 1/4 x t -3/4• UDR BOLTS UNIFORM 4 2x2x1/8" ALUM. ANGLE 6063 -T5 WALL MOUNT HEADER L_ WALL MOUNT SII L UNIFORM & CYCLIC (1) SECTION A —A 96" MAX f 1/4" TYP r 1 /4" TYP 1/4 " -20 x 3/4 STUDS. W/ WING NUT & WASHER 0 1r 0.C. • 1 - •�� �� MIN. EDGE 1/4 X TAPCONS DISTANCE= 1 -1/4 ® 9' O.C. . TYPICAL I FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 2.1 WALL .MOUNT HEAQFR 2x2x 1 /8" ALUM. ANGLE 6063 -T5 WALL MOUNT SIL1, CYCLIC (2) SECTION B — 96" MAX 1/4 -20 x 3/4" STUDS W/ WING NUT & WASHER 0 12 o.c. 1/4" X 1 -3/4" TAPCONS 0 12 o.c. 1 -1 /r X 1/8" ALUM STRAP O 24" O.C. W/ 1/4 -20 Y. 3/4" STUDS W/ WING NUT & WASHER o 12 O.C. 1/4" X 1 -3/4 TAPCONS 0 12 O.C. ENGINEER ELF PE # 16557 JUL1 9 1994 CEILING- MOUNT HEADER ••.4 FLOOR MOUNT CYCLIC (3) SECTION C —C 1/4 -20 x 3/4 STUDS W/ WING NUT & WASHER O 12" o.c. 2x2x1/8" ALUM. ANGLE 6063 - T5 APPROVED AS COMPLYING WITH THE SOUTH FL ..• IDA B .• LDING CODE DAT = .� / 191 4 BY PRODUCT CONTR DIV;S.0N BUILDING LODE C•MPL NCE OFFICE ACCEPTANCE NO. - N N - J 1L t drawing no. [ 94-41 (sheet 2.of 2 1. THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT VARIANCE(S) LISTED IN "REMARKS" MIAMI PORES BUILDING AND ZONING U°!LESS SPECIFICALLY LISTED BELOW. AND COU ATY LAWS MUST BE COMPLIED Aut'n Signature Date II WITH NO VARIANCES • WITH NO OTHER DEVIATIO'':S FROM T!-,E ORDINANCES WILL BE PERMITTED. • ALL OTHER APP' !CABLE STATE WITH BY ALL PARTIES. FIRE DEPARTMENT PUBLIC WOR!(S POLICE DEPARTMENT f t_- } BUILDING DIRECTOR � , 1 f PLANNING & ZONING BOARD — VILLAGE COUNCIL _ APPROVAL PRELIMINARY: M4 0 • REMARKS: ka .COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE CHARGED ' "'IT-1 T -! KNOWLEDGE OF ALL BUILD- I' ONG REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. I bLl 9. /•18. 9 5 5 T" m 1e c)kd., PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 2iAN' 4e E$ Date '7 ✓ Job Address l 04 vZ N.E. qJ Tax Folio Legal Description E � E N C.E- Historically Designated: Yes No / Owner/Lessee / Tenant ODO LS-- CASREIZA- Master Permit # 38/a / Owner's Address I Oy a N. C, ! Sit M t R1-4 Phone Contracting Co. 6; �j A w 1 N WO 3 3 Co RR Address 100 SAO . 13 Si LiIa m i 1 FL 3 3J 9 S Qualifier �USTA 5• Ngvads Phone( -9935 State # Municipal # ,�6' Jo l — `7 Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FE ) E SIGN WORK DESCRIPTION ER..IA C) L)G W 1 1'O UJ fa ' ( De.. Nice 6,S ?Le's O L)TIiCT 5R2- ( / `f37 a 529 --8L17 ( Square Ft. Estimated Cost (value) ' S 000 • 00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws re : ating construction and zoning. Furthermore, I authorize the above -named con ctor to do the work stated. / ?ishK ent 3, Date N• AR S A 0 VM MARIINEZ Y P�I3LIC STATE OF FLORIDA N� COMMISSION NO. M p 1945 MY COMM Signa 40 owner and/or Condo President Date r Notary to Owner and/or Condo My Co rssmmr on Expires: IFEES: PERMIT RADON Building 7 APPROVED: Zoning Mechanical Plumbing 7 I Competency #g5gg00I $$ Ins. Co. TUN - AJCE, C.C.F. f . S v NOTARY S .—^ Electrical TOTAL DUE 14/ - Engineering PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: E.S t D e N CE ioyk m. E. 9s kiNaLauEs FL. 2. Description of improvement: P. Rc Pua C kic pr OF (A.)1 ou) S 3. Owner(s) name and address: ' WO b1)LFO CefA 10E4 L �. �.. cist 1-ko'Qe S f F L Interest in property: Fre S r /•y/ PLC Name and address of fee simple titleholder: 4. Contractor's name and address: - AU STA VO . 1 V A_ j *\ S 1(090 S.W. t s.+ f- S AM ,r . 331 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Jon/ 6 Amount of bond $ 6. Lender's name and address: 4 C.* . 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from th date of recording unless a different date is specified) I i �SIgnature of Owner , Print Owners Name Sworn to and subs rib: d before me this 3' day of Zv /L19 9s" 0111clal Seal S t NIA A. CHANCE Notary Publi Print Notary's am My Commission Expires: a 4z4,,,__ ttiu�tr� OLF By AWE STATE OF FLORIDA, COUNTY OF DADE I HEREay CERrIPY fho' this is a true copy of the 0 .AO is Ecs .,. , iVE; RUV My Comm. expires Nov 26, i 896 1 ; nd official seal. K, of Circuit and County Courts ®.C. 95R261254 1995 JUL 03 11 :54 Prepared by: Address: pG x'3 /Ll� qnl�� 2- � WoL)0L F _-At3g ? /,c xze HC -2 14E , e tic _ALE HS • royr,v, • 5+1 - 1 OVER 1 CONFIGURATION WINDOW< > >?DIMS;<> DESIGN LOAD - WIDTH HEIGHT EXT. INT. 191 /8 468.4 468.4 261 /2 26 295.7 295.7 37 193.9 193.9 531 /8 126.8 126.8 191 /8 420.4 420.4 261 /2 38 3/8 237.8 237.8 37 . 146.2 146.2 531 /8 92.0 92.0 19 1/8 420.4 420.4 26 1/2 50 5/8 219.4 219.4 37 - 124.8 124.8 531 /8 75.1 75.1 191 /8 420.4 420.4 261 /2 63 219.0 219.0 37 114.9 114.9 531 /8 65.3 65.3 191 /8 420.4 420.4 261 /2 741 /4 219.0 219.0 37 112.3 112.3 53 1/8 59.8 59.8 YALE OGRON MANUFACTURING CO. COMPARATIVE ANALYSIS CHART SINGLE HUNG WINDOW SERIES 500 DH-R60 AS PER MTL -15841 (1 OVER 1) TEST SIZE = 53 -1/8" x 74 -1/4" (5H VENT) TEST LOAD = 91.0 PSF- EXTERIOR = 91.0 PSF - INTERIOR WATER INF. TEST = 11.7 PSF (2 -3/4" SILL) STANDARD MEETING RAILS, NO MUNTINS GLASS: 1/4 "- ANNEALED PREPARED BY AL- FAROOQ CORPORATION 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH.- 305 -264 -8100 Y500 -2 1 METRODADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron 11'lanufacturing Co. 671 West 18 Street Hialeah, FL 33010 Your application for,Product Approval of: Series 800 EA11wning Aluminum 1Vindow Dual Frame 1V/Egress Feaclures under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, Yale Ogron Manufacturing Co. along with Miami Testing Laboratory lest report No. il'I L -15852 dared: January 10, 1994 signed and sealed by John C. Olson, P.E. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the Specific Conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3 for glazed products. This approval shall be valid for a period of four years. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing wilt be incurred by the manufacturer. Acceptance No.:94- 0920.09 This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: JAR 1 1995. La4'1 -7 1 Dia ;•ns, P,E. roduct Control Division Supervisor TIIIS IS TILE COVERSFIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Expires:01 /31/98 NOTE: TIIE INSTALLATION OE 'rills UNIT WILL ItEQL'IIU:,\ IIUItIUCA,VI Hum r:VE SYSTEM. METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375.2906 s anger, Director Building Code Compliance Dept. Metropolitan Dade County Yale Ogron IVIanufacturnio DESCRIPTION OF UNIT 1Y101)EL DESIGNATION: APPROVED : JAM 1 1975 EXPIRES : January 3l. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Series 800 E Awning Aluminum Awning Window Dual Frame w /egress feacture OVERALL SIZE: 2' 11-1/4" wide by 5' 1 3/8" high x 2 1/8" deep CONFIGURA'T'ION : X/X/X /X/X No. & SIZE 01? VENTS: Five; top four, 33 3/4" by 12 1/2" high, 33 3/4" by 12 3/4" high. 1VEATI1ERSi'RIPPING: Double vinyl bulb in frame head. Single vinyl bulb in each frame jamb, frame sill and each vent top rail. OPERATORS & LOCATIONS: One roto operator at lower left frame corner. One metallic automatic cam lock at each side of each vent, locking into one 3/16" diameter by 1/2" long metallic pin, 7" from bottom of each side of each vent. GLAZING MATERIAL. Double strength annealed glass. GLAZING (METHOD; Exterior glazed adhesive bedding compound and a rolled aluminum glazing bead. 1VEEPHOLES: None 1\'IUNTINS: None REINFORCEMENT: None ASSIGNED ACCEPTANCE MARKINGS AAMA/ANSI 101 -88 A -R40 AAMA I302.5 -76 FER Dade County Approval 1{ 94- 0920.09 Expires: January 31, 1998 ACCEPTANC T No.: 94- 0920.09 Gil Diamond, P.C. Product Control Division Supervisor TEST RESULTS EXTERIOR WIND LOAD (PSF) ASTM E330 POSITIVE +68.0 PSF INTERIOR WIND LOAD (PSF) ASTN( 030 NEGATIVE -61.0 PSF WATER RESISTANCE (PSF) ASTM E547/E331 6.10 PSF AIR INFILTRATION @ 1.57 PSF ASTM E283 ( <0.37 CFM/FT) 0.17 CFM /FT FORCED -ENTRY RESISTANCE(FER) AAMA 1302.5 -76 IVITL -15852 Design Pressure Rating (Positive) +40.67 PSF Design Pressure Rating (Negative) -40.67 PSF Yale Ogron Mianufac(ti ing ACCEPTA. E No.: 94- 0920.09 ADDITIONAL DESCRIPTION: Flange type frame. • -2a- APPROVED 2 JA$ 1 EXPIRES : January 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS EGRESS FEATURES: Dual frame unit: each vent installed in an exterior swinging egress frame, 37" by 62 3/4" high, using three hinges at left frame jamb, 8" from each end and one at midspan. Two point metallic egress hook lock at right frame jamb, operated by a single connecting bar, 20" from each end. Egress Opening Width of opening 32 1/2" 20" minimum I leight of opening 59 15/16" 24" minimum Square foot of opening 13.5 sq.ft. 5.7 minimum Gil Diamond, P.E. Product Control Division Supervisor t(y,UDC)W .SIZE 8/E I It 1 . . I .. '.1 :I ., :N 1 \ II • , i i ` .1 1 \i! 1 .1. ■1 Yale Ogron Manufacup, ACCEPTAN ; No.: 94- 0920.09 w tki N a -2b- APPROVED .Ih 1 . 1995 EXPIRES : Januaw 31. 1998 NOTICE Of ACCEPTANCE: SPECIFIC CONDITIONS INSTALLATION: SCREWS AND METHOD OIL ATTACHMENT: SILL : 118 x I Pf-I SMS at 6" from corners and a max. of 24" o.c. HEADER: I/8 x 1 1/2" PH SMS at 6" from corners and 17" o.c. JAMI3S : I/8 x 1 1/2" P11 SMS at 6" from corners and 17" o.c. Note: Please see note 111 1. Page 3 Sub -bucks shall be of pressure treated material at least 2" nominal thickness, and secured in at least 6 points on each leg with 3" or equivalent fasteners. Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50013. Aluminum contacting metals not considered compatible shall be properly protected. TYPICAL ELEVATION: E SCAPE F2 4MrSIZE Gil Diamond, P.C. Supervisor Product Control Division • Yale Ogron Manufacturing ACCEPTANC..Jo.: 94- 0920.09 APPROVED ,N`a iy?S EXPIRES : January 31. 1993 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS LIMITATIONS: This approval applies to single unit applications only, as shown on page 2a. Units with dimensions smaller than those shown on page 2a shall qualify under this approval. Deviations for higher design pressures by downsizing the unit are accepted thru comparative analysis approved by this department. USE: A copy of this approval as well as manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. I DENT! FICATION: Each unit shall bear a permanent laber with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". Note: The installation of this unit will require a hurricane protective system. -2c- Gil Diamond, P.C. Supervisor Product Control Division METRO-DADE METROPOLITAN DADE COUNTY. FLORIDA tMETRO.DADE FLAGLER BUILDING NOTICE OF ACCEPTANCE: STANDARD CON1)1T1ONS FOR GLAZED PRODUCTS For multiple window installations, approved mullion drawings and calculations must be filed with Product Control. 2. This Acceptance will qualify smaller units of the sane design and as the unit tested. • 3. Any and all approved products shall be permanently labeled with the manufacturer's name, city,'state, an following statement: "Dade County Product Control Approved." 4. Extension of Acceptance may be considered after a new application has been filed and the supporting data, for test reports less than four (4) years old, has been re- evaluated. 5. Any revision or change in materials, use or manufacture of the product shall automatically be cause for termination, unless prior approval is granted for revision or change. 6. Any unsatisfactory perfomiance of this product or a change in Code provisions shall be grounds for re- evaluation. 7. This Acceptance shall not be used as an endorsement of any product sales or advertising purposes. S. Aluminum windows and sliding doors have been tested in accordance with ANSU, \AML\ 101 -93 or for wood window unit by ANSI•WWDA I.S. 2 -93 and sliding doors \NSI/,l \VWD,\ I.S. 3 -SS and swing doors ANSI /NWWDA I.S. S -SS. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building code. • 10. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. I I. The spacing of fasteners shall be as tested or 24" whichever is Tess. li The first fastener shall be located a maximum of 6" from each corner and mullion or stile. ►Nlinin►un► penetration of fastener shall be as tested or 3/4" whichever is higher. No wood or plastic shields or pins shall be used. Unless otherwise noted in the test report. minimum size of screws shall be No. 3 for first and second floor installation and No. 10 for all other floors above the first and second floors. n 4YUitx' fl.W!PUIU WACC SA%1 -3- it Diamond, P.E. Supervisor Product Control Division - cu x OLFS• None f'T1NS• Three 3/4" by 11" long vertical muntins in each vent. R JNE Rryy(FNT: None TI D R O Flange type frame. 1 1/2" high overall 'interior sill fl Optional High Sill = 2 3/8" high. ange. TESTS; INTERIOR WIND LOAD: 68.0 PSF EXTERIOR WINDLOAD: 68.0 PSF HEADER: • ACCEPTANCE No. : DEC 0 6 1993 APPROVED EXPIRES S - 199 SILL WATER RESISTANCE : 7.60 PSF JAMBS : With 2 3/8" high overall : 8.30 PSF interior sill AIR INFILTRATION : 0.24 CFM/FT NOM FORCED ENTRY : MIL-15722 APPROVED FOR EJ,EVATIONS UP TO: �5 FT ahn ex isting grads • e : i - 4 - # 1 0 x 1 " PH SMS 4 - #10x 1" PH SMS 3- #10 x 1" PH SMS Please see Note # 11, page 3 This product must be re- evaluated for structural adequacy when installed within the Coastal Construction Zone in accordance with Chapter 23 Sub - section 2309.2 (b) of the South Florida Building Code. Gil i Diamond, P.E. Supervisor Product Control Division rte, lb 0 :2i S6, 82 NUW } 0 :='1•10 DAJE • Yale ()grim Manufacturing Company 671 West 18th Street linlenh, Florida 33010 ACCEPTANCE No. : 94- 0302.12 EX July 31. 1997 APPROVED: APR 1 1 1994 PRODUCT CONTROL NOTICE OF ACCEPTANCE METROPOI "NN DADE COUNTY, FLORIDA ME . J -DARE FLAGLEIl, BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 Your application for Product Approval of Series: 500 Aluminum Single Bung Il'indon' under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by John C Olson, P.E. along with Miami Testing Laboratory report No. 111TL - 15840 dated: July 30, 1993 has been icconuuenderl for acceptance by the Building Code Compliance Office to be used in the Dade County, Florida under the Specific Conditions set forth on pages 2 -2b and the Standard Conditions on page 3 for Glazed Products. The Office of Code Compliance reserves the right to require retesting of this system within the first two years of the approval should any amendments to the South Florida Building Cod be et ' cted affecting this component or roof system. G I Dia nond, P.E. Su lervisor Pr( duct Control Division " PLEASE NOTE "" T'IIIS IS '1'11E COVERSIIEE'f, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida wide! the conditions set forth above. • Charles Danger, P.E. Director • Building Code Compliance Dept. Metropolitan Dade County :�Ic_(J:rui� 1l:�nnf:�c;uriu� .o. DESCRIPTION OF UNIT MODEL DESIGNATION: Series: 500 Aluminum Single flung Window OVERALL SIZE: 4' 5 1/8" by 6' 2 1/4" liigli CONFIGURATION: O/X ACCEI'TAN CF . L'o.: 94- 0302.12 2 APPROVED EXPIRES APO 1 1 1994 : July 3 I. 1997 NO'T'ICE OF ACCEPTANCE: SPECIFIC CONDITIONS ASSIGNED ACCEPTANCE MARKINGS ANSI /AAMA 101 -93 AAMA 1302.5-1976 Dade Coalhty Approval 1E 94- 0302.12 Expires: July 31, 1997 Approved for installation up to 35 ft. above grade. CAUTION: Elevation must be reduced in the coastal construction zone. No. & SIZE OF VENT'S: One, 50 13/16" by 31 11 /16" high; three fixed lights glazed at the lop, each with a clear opening of 49 3/4" by 12 1/2" high (O /X). WEATHERSTRIP: Double pile with integral plastic fin at each jamb rail of vent. Single vinyl bulb at lixeL1 meeting rail, interior sill flange and frame sill under vent. One 1/2" by 1/2" adhesive closed cell foam past at each end of fixed meeting rail and one 1/2" by 0.175" high of same type at each lower frame corner under vent. OPERATORS & LOCATIONS: Spring and pulley balaces. One extruded spring loaded movable plastic hook type lock at vent bottom rail, 8" from each end. GLAZING MATERIAL: 3/16" annealed glass. GLAZING METHOD: Exterior glazed using adhesive bedding compound and rolled aluminum glazing bead. FRAME D E1''1'Il: 2 1/4" it Diamond, P.E. Sup - rvisor Pro ict Control. Division EXTERIOR WIND LOAD (PSF) AS'IM E330 POSFIIVE 61.0 PSF • INTERIOR WIND LOAD (PSF) AS - I'M E330 NEGATIVE 68.0 PSF WATER RESISTANCE (PSF) AS'I'M E5i17/E331 6.8 PSF WATER RESISTANCE (PSF) ASTiv1 E547/E33 I (with n 2 Mr high overall interior sill Mange) 11.70 PSF AIR INFILTRATION a 1.57 PSF AS'I'M E283 (< 0.37 CFM /FT ) 0.30 CFM/FT FORCED -ENTRY RESISTANCE (F.E.R.) AAIvMA 1302.5 -1976 15840 Design Pressure Rating 40.67 PSF . 1 a!e Oaron (1L:•nulacturiii, 2o. WEEI'IIOLES: None. One 4" weep notch at each end of sill screen retainer. One 1/16" wide weep notch at each end of exterior vinyl bulb weatherstrip in frame sill. MUNTINS: One horizontal nluntin in vent, 1 1/16" wide by 48 3/8" long; two horizontal naultins in fixed light, 1 1/16" wide by 49 3/4" long, (3 over 2). REINFORCEMENT: None ADDI'T'IONAL DESCRIPTION: Flange type frame. 1.825" high overall interior sill flange. Unit tested with standard meeting rails. 11' ' NOTICE OF ACCEP'T'ANCE: SPECIFIC CONDI'T'IONS -2a- ACCEI'TANC' APPROVED EXPIRES RESULTS: : 94- 0302,12 A1'fl 1 1 1994 : July 31, 1997 C it Diamond, P S pervisor Product Control Division Vile i)I;rr I 11 ;:nufa:AL...nit Co. • NOTICE OF ACCEPTANCE: SPECIFIC CONDI'T'IONS SCREWS AND ME'171O1) OF ATTACHMENT Sill : 3 - 1! 8 x 1 1/11" 1 SMS at a max. of 6" fioi i corner and a max. of 24" apart. !lender : 3 - !1 3 x 1 1/4" HI SN•1S at a max. of 6" from corner and a max. of 24" apart. Jambs : 5 - 118 x 1 1 /'I" 1:11 SMS at a max. of 6" lioin corner and a max. of 24" apart. Note: Please sce 9001 1, l'age 3. APPROVED FOR ELEVATIONS UP TO: 35 FT. Above Existing Grade, valid until May 29, 1994 when a Design Pressure Rating of 40.67 u.s.f. shall apply. This product must be re- evaluated for structural adequacy when installed within the Coastal Construction Zone in accordance with Chapter 23 Sub - section 2309.2 (b) of the South Florida Building Code. • - 2b - ACC EI''1'A 1 No. : 94- 0302.12 APPROVED APR 1 1 1994 EXPIRES : July 31, 1997 'il Diamond, P.E. tpervisor Pkoduct Control Division i Yale Ogron Manufacturing Company 671 West 18th Street Hialeah, Florida 33010 Your application for Product Approval of Series 800 Aluminum Awning Window (A -R451 under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by John C. Olson. P.E. along with Miami Testing Laboratory, Inc, report Not MJL 15722 dated: September 9, 1993 has been recommended for acceptance by the Building Code Compliance Office to be used in the Dade.County, Florida under the Specific Conditions set forth on pages 2 -2a and the Standard Conditions on page 3. ACCEPTANCE No.: _ 93- 1026.04 EXPIRES : September 31, 1997 Gil Diam Supervisor Product Control Division THIS IS THE COVERSIIEET,SEE ADDITIONAIJAGES FOR SPECIFIC AND GENERAL CONDITIONS )3UILIflNG CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used In Dade County, Florida under the conditions set forth above. APPROVED : December 06. 1993 "" PLEASE NOTE "" =1= METROPOLI 1 DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT ..- SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 3754901 FAX (305) 376.2908 RODUC C • NTROL NOTICE OF ACCEPTA C Charles Danger, P.E Director Building Code Compliance Dept. Metropolitan Dade County L00 OUNM 3O 'H 01 '93W N0d90 31JA WOd3 80:21 S6, 83 2I1W 4 • 4 Yale Ogran Manufacturing NOTICE OF ACCEPTANCE: J7F.SCRIPTIQN OF UNIT MODEL DESIGNATION: "800" Aluminum Awning Window OVERALL SIZE 4' 5 1/8" by 6' 2 1/4" high. • X/X/X/X/XJX -2- ACCEPTANCE No. : .11t1026.94 APPROVED EXPIEES : Sept. 31. 1997 SPECIFIC CONDITIONS ASSIGNED ACCEPTANCE MARKINGS ANSI /AAMA 101 -88 (A -R45) AAMA 1302.5 -76 (F.E.R.) Dade County Approval # 93- 1026.04 Expires: September 31, 1997 Approved for installation up to 55 ft. above grade CAIITJ.Qjj Elevation must be reduced in ' the coastal construction zone. J40, & SIZEOF PANELS, Six; bottom five, each, 52 3/16" by 12 3/4" high; top, 52 3/16" by �-- 12 5/8" high. . WEA IERSTRIPPING: Single vinyl bulb in each frame jamb, frame sill and each vent top rail. Double vinyl bulb in frame head. Q PERATORS & LOC4 IONS•• One roto operator at lower left frame corner. One atitomatic metallic hook lock in frame jamb at each side of each vent with a 0.215" by 1/2" long metallic pin in each jamb rail of each vent, 7 1 /4" from the bottom of each vent. GLAZING GLAzataMAIERIALI Double strength annealed glass. GLAZING 11 ',THOD: Exterior glazed using adhesive bedding compound and rolled aluminum glazing bead. • : DEC 0 0 1993 Gil Diamond, P.E. Supervisor Product Control Division 0 8��9d OQNM 3O '1-1 01 ' 9 3W NO890 31WJl WO8 3 6021 86, 82 8UW THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PRMIT� 0 WITH NO VARIANCES • WITH VARIANCE(S) LISTED IN °`REMMKS° NO OTHER DEIJ!•ATIO`JS FROM THE MIAMI SHORES BUILDING AND riONING ORDINANCES WI!.►_ BE PER`+!TfED UNLESS SPECIFICALLY LISTED E3ELOW> ALL OTU!ER ACT' IC1 i E STATE A':O COUNTY LAWS MUST BE CO WITH 3Y ALL PARTIES. 1'.'''.n I'll S'an. tune Date r-; - ` 1C f P'. ! .iu:; .;; Pi.; .i . ')':P.: ?'f'?r : 1 B. IA. ' r ,,, .._ 9 1 L .t ZJIYi (. . „ . , n '.ti6;L COUNCIL 1 APPROVAL F.;ELIMINARY: FINALE REMARKS COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE CHARGE.!) WITH TGIF KNOWLEDGE OF ALL BUILD ING REGULATXONS WHETHER OR NOT SPECI INDICATED HtREIN. MIAMI SHORES , ILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date C}��,� Time ' �y." Type Insp'n. vl)(J Y'S fl1 Ci Permit No. I P 3 17 (4 Name QQO)' �Q Address 1 4a_ N - q s S-i- Company 111104 Phone # For Inspector: Approved Correction Re- Insp'n Fee Name & Date MIAMI SHARES yILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type insp'n S1 �S l fl Permit No. IS Pt) Name OQb} Q V C4 Time Address I04a. Gv s s Company Phone # 1 11104 For Inspector: A owed Correction Re- Insp'n Fee ❑ Name & Date Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/12/2003 Applicant: AMPARITA Owner: CABRERA JOB ADDRESS: 1042 Contractor Local Phone: Parcel # 1132050120050 Permit Status: Approved Work: SHUTTERS Signed: NE 95 (INSPECTOR) \ 1 I V Signed: �) � n i � (Contractor or Builder) Building Permit Permit Number: BP2003 -766 CABRERA AMPARITA ST Contractor's Address: Legal Description: KIRBYS ADD TO MIAMI SHORES Permit Expiration: 11/8/2003 Construction Value: $900.00 BY: Page 1 of 1 PB 41-44 LOT 5 LOT SIZE 81.160 X Fees: FEE2003 -2835 FEE2003 -2836 Description Building Permit Application Fee Notary Fee Total Fees: Amount $60.00 $5.00 $65.00 Total Fees: $65.00 Total Receipts: $0.00 In consideration of a e issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. REG al 061603 ion 1 c4 M1.101 L7 07C. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305 - 795 -2204 • Fax: 305- 756 -8972 Date 5/8/03 Job Address l0 Y s Sr Tax Folio Legal Description Historically Designated: i Owner /Lessee /Tenet �) _� 1 �Q_ Master Permit # Owner's Address ID f S _ Phon Permit Type (circle one): X WORK DESCRIPTION: \ k Contracting Co. Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. BUILDING ELECTRICAL Square Ft. Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. X Signature of owner and/or Condo President Date S re of Contractor or Own uilder Date 1 GU ,. Notary as to Owner and/or Condo President Date ■ - as to f ontractor , Owner Builder My Commission Expires My Commission Expires, Angela M Becker My Commission DD160048 lac: " ✓�+ Bzplres November 16, 2000 FEES: PERMIT ZION RADON C.C.F NOTARY 5 ) BOND APPROVED: ���� TOTAL DUE l� 1 00 Zoning Buildinctrical Mechanical Plumbing Structural Engineer Yes No PLUMBING MECHANICAL ROOFING Date Miami Shores Village 10050 NE 2nd Avenue Printed: 1 /26/2004 Applicant: AMPARITA CABRERA Owner: CABRERA AMPARITA JOB ADDRESS: 1042 NE 95 ST Contractor Local Phone: Parcel # 1132050120050 Building Permit Phone: 305 - 795 -2204 Permit Number: BP2004 -76 Contractor's Address: Legal Description: KIRBYS ADD TO MIAMI SHORES Page 1 of 1 PB 41-44 LOT 5 LOT SIZE 81.160 X Fees: Description Amount FEE2004 -794 Building Fee $100.00 FEE2004 -795 CCF $0.60 FEE2004 -796 Notary Fee $5.00 FEE2004 -797 Training and Education Fee $0.20 FEE2004 -798 Technology Fee $2.50 FEE2004 -799 Scanning Fee $6.00 Total Fees: $114.30 Total Fees: $114.30 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 7/20/2004 Construction Value: $450.00 Work: SHUTTERS FOR NEW WINDOWS FEB 0 3 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Date Type Insp'n Permit No. Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795i w Building Inspection Request \ Address J (/ ,V 14 )6 9s Company Phone # Inspection Date Correction Re -Insp' n Fee ❑ L V , L Tenant/Lessee Name to 's a )11[14 Contractor's Company Name Contractor's Address City Qualifier BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building I Electrical ,, Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) �4' ,�ClOL1 @ I oRf O Phone # 1f 5 757 7 �1 / SO Owner's Address lo �� `f /' S City A'l)I'i -() 5140 2 \ State - - Zip '?jg) /VA ' Phone # A) /,j Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO $ Value of Work For this Permit Type of Work: Describe Work: no monk Submittal Fee $ Notary $$..' 3 O Scanning $ 6 - Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 f0 aN °tS 5 State Phone # Architect/Engineer's Name (if applicable) Phone # ['Addition ❑Alteration ['New 4tO nl(A1\) 51 Master Permit No.feRa -004 - 13 . Zip A/4 • Square Footage Of Work: Permit No. (3pacot4- G. Zip g ❑ Repair/Replace 7nw ' Radon $ Zoning — Bond $ Structural Plan Review. $ SOS. 7s7 SO * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ /OD CCF $ /9 �0 CO /CC Training/Education Fee $ 1 0 , I Technology Fee $ Qq 3p ❑ Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature / Owner or Agent The foregoing instrument was acknowledged before me thi2a. day of 200 , by who is personally known to me or who has produced As identification and who did take an oath. Chc 12/15/03 LIC: NOT Sign: Print: My Cotmnission Expires: fn *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Signature h\ tY-A ■ Contractor The foregoing instnnnent was acknowledged before me this day of ,20by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** JAN Lu Plans Examiner Engineer Zoning • ▪ I . r • - - �Mt�aoAOE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING i BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 1-10 WEST FL AOLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1363 D • s • L • T1 • F• CEPTANCE - (305)375-2001 FAX (305) 375 -2sus Safeguard Hurricane Protection Systems, . 1315 Neptune Drive Boynton Beach ,FL 33426 PRODUCY CONTROL DIVISION Your application for Notice of Acceptance (NOA) of: 1 375-2902 FAX isnsl s;. -env 0.050" Perforated and Solid Aluminum Storm Panel/ 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 control testing If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. - BCCO reserves the right to,revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 0327.08 EXPIRES: 12/31/2004 t/ APPRO Raul Rodriguez Chief Product Control Division THIS IS T • • VE 1 ET SE r DITTO 'AL )' ES ORS .. AND CONDITIONS BUILDING CODE & PRODUCT' REVIEW COMMITTE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami - Dade County, Florida under the conditions set forth above. _ 16:04500011 pe 200 011gmplatnlnotice acceptance corer page dot 11 rncj Hiatt sdalr•...• ww.ft•.e.rn.BAt...tt.ta��___• /9 H2 /o off r- A • CONTRA LICINSINCSECTON (305) 375 -2527 FAX (3051 375 -25n CONTflAcrOlt ENFORCEMENT DIVISION (305) 373 -2%6 FAX (3051373 -2903 1 Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance OMTicc 6.1.3 SCOPE This revises 31, 1998. It of Aeceptan Dade County 23, do not .PRODUCT This with the folio Store Panels" dated August Approval County Pro drawings. LThI1TATIO All permanent metal shields, all times. INSTALLATI This aluminum with the approv LABELING Each panel abal tbllowing BUILDING P 6.1 Appli 6.1.1 6.1.2 D "EXPI .•= 12!3112004 • NOTICE OF ACCEPTANCE- SPECIFIC COND1TEON4 renews the Notice of Acceptance No. 98-0728.09, which was issued on Deccan an ahuninurn storm panel type shutter, as described in Section 2 of this No desigaed'to comply with the South Florida Building Codc, 1994 Edition for Ma for the locations where the pressure requirements, as determined by SFBC Chat the Design Pressure gating values Indicated in the approved drawings. C&IPTION storm panel type shutter and its components shall be constructed in strict compile, doctnnents: Diaviring No. 00-052, titled " 0.050" Perforated and Solid Alumiai prepared by Knezcvich Associates, Inc.. dated March 14, 2000, last revision 6, 2000, sheets 1 through 6 of 6, bearing -the Miami - Dade County Product Cont p with the Notice of Acceptance number and approval date by the Miami -Da Control Division These documents shall hereinafter be referred to as the approv t components, included but not limited to embedded anchor bolts, threaded cone enders and sills, must be protected against corrosion, contamination and damage N storm panel type shutter and its components shall be installed in strict compliant bear a Permanent label with. the manufacturer's name or logo, city, state and th "Iv -Dade County Product Control Approved REQUIREMENTS for bantling permit shall be accompanied by copies of the following: Notice of li x pies of the approved drawings, 4 identified in Section 2 of this Notice o. pia, clearly marked to show the - Components selected for the proposer OIL other documents required by the Building Official or the South Florida Building a (SFBC) in order to properly evaluate the installation of this system. ACCEPTANCE No.: 004327.08 APPROVED : SFP - 7 2000 Hr1my AE'iGialcar, P.E.- Product Control Examiner Product Control Divlslon 2 of 3 Safelmard Hurricane Protection Systems. Inc. ACCEPTANCE No.: 00- 0327.08 APPROVED SEP - ? 2000 • EXPIRES . : 12/31/2004 • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 • Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and th original submitted documents, including test - supporting data, engineering documents, are no older than eigh ( yew- 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and till ' following statement "Miami -Dade County Product Control Approved ". or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a.change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the 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. S. 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 purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then It shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section -.of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1,2 and this last page 3. END OF THIS ACCEPTANCE 11 4. Helmy A. , P.E. - Product Control Examiner Product Control Division 3 of - -- f /1.'NASA THEE VIOWL LAN TRAT D P Fa T MAIL. STAINLESS � 11-UT Q wW O f t,fl► W 14 /L' MK IMAM a PV w* 'T- MAR. UAW*. 1 -111. STAMENS STEEL. MOOD f.A0 SCREW fT' 0& V • iT 0 L r OCN ATM .T• FIST NO PAWL Ow l. lil fl{Ij CONCRETE. l Mx o� two i+ E L 4 R 7 p [ , f f O WOO PRATINCI. SEE rrPE STRICTURE $11.NOS1R SRAM ()W .r -r a AS UER. SEE MG SOA9A.0 f> moon lawn. FASTENER 11 AN@R>fl E HWUIz• •r.ya milt STUDS M z6 AftiONOT IT1fP. QOIN 90W I MIT AMAL TES r EOM w r �i1/c• MAIL nR• We POWERS rah%A =DE FLOOR MOUNT W141 EAQJtT Q PANEL INSTALLATIONS EGRESS WINDOW COMM, FL scum r. r - r MoNRvE Co /NSTER DRAINING EXPlF & 07/01101 SEE ML STORM PAN SEPARATION TAKPROM GLASS EXISTING BLAZING -- 1 1 ERRS MO OLAZIN SEC MIL STORM PAN SEPARATION FROM GLASS TABLE 1 T1NO CONCRETE. HOLLOW_KOCII .. W000 FRAFIND. SEE :TPA O STRUCTURE (TYR TOP s BOTTOM ASTENER. SEE SCHEDULE. REFERENCE ANCHOR it C1INIECTION 9Tri r (TYP. TOP S ROT roil' 011. a V1• IEX SCREW M Tr O.C. OA 1/1 -00 ACHINE DOLT WITA LOCK NUT al Ir 0.C. O P CARRY BEAM MOUNT SECTION 13aTABLR q SCALE.r•T - r XIS TRIO CONCRETE. HOLLOW SLOG' OR V000 PRAMYIQ SEE ANCHOR SCMEO:BASIC ON TYPE OF STRUCTURE.. (TYP. TOP s BOTTOM( ASTENEA. SEE ANCHOR SCHEDULL. R1 ERI�E CONNECTON MPS ASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONHQCTSIN -rYPs 1• O SUM* SET 81 SUM* ASSEMBLY - INSIOE MOUNT SCALG) -0' I/a -to MAE114% 1 S iUO TO LOCK STRAP 04 PLACE USE A Mee SCREW OR A TRUSS HEAD SOLT TAP •U1-10 NC THREAD • vt - + . 1431.60 BUSHING OR 1/4.20 S.S. NUT a DV MA1. V1.• MAX. /4 MAX. yr.. V.• NYLON SUSIIRIG OR 1/1.40 s.S. NUT' ` OF BET & SUDP ASSEMBLY (ISOMETRIC VIEW) N. T.S. r•r /1.' MAX. WI . L. 1111 SCRIM p 11 r 7". v.- . 5063 -T6 ALOM. T MOLES r .r . CONT. IOU -T6 ALUM. LAP TWO Si16•• see snits STAINLESS STEEL MACIINI MOLTS AND LODE NUTS TWO )11-1e POWERS CALK-41 PAWN WITH I.I/V MIL NIROMENT TONAL ANGLE LEO DIRECTION TEAM SPAN O LL CARRY REAM WA CONNECTION RENTABLE 4 scALb r. T.o - t ,. en• rYP-- Tw0 wane T WC 1 /e-N POWERS 1 1/V MIN.. MUD. WO Exams 11111. 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PMSTE� T �� 0 A11 A P1 CCEPTANU ONLY P011 SS E �EE 15 A�►PKE Dad. A O TEti DOENStTY. 0 S0AEWS P SAIL NAVE 0LL1PS PAK 'kcal. 1. ppN��AiE�w S i I�A PI M � TRUSS HCA0 WAFER lEAOIS MALK TI.u.O.N. 1S. 62 0!SIiNATCS ANCHOR COMOITIONS WHICH ARE NOT ACCEPTABLE USES. 11. • W OCTIO S RAM A S S ANOlfilf ail ARE REMOVABLE OY REMOVED MAMIE SCREW. MONROE COUNTY, FL MASTER DRAWING EXPIRES: 07/01/01 00 -052M .ire / w • 01 /1 6/2004 00:08 3056351574 WIND PRESSURE WALLS h 13 AREA 10 SQ.FT p 10w45 qz..( 1 +.18) plOw45 = 46.462 p1Ow4 '.ftqz 1.1 - 38) p Ow4 - 50399 plOw5 :=qz .18) p1Ow512 - 152211 AREA 20 SQ.FT p20% eg,i, .94+ .18) 020w43 ci 44.099 p20w4 := qz.(- 1.05 - .18) p20w4 - 48.43 p20w5 gize(-1.3 - ) p20w5 - 582 - 14 AREA 30 SCI.FT p30w45 qz.( .91 +.18) p30w45 = 42.918 p30w41;:e4“- 1.02- .18) p30w4 - 4724 p3OwS ;qz.(. 124- .18) p30w5 - 55.912 AREA SO SQ.FT 05014 qt.1.1474- .18) p50w45 - 41,343 p$0w4 : .97 - .18) pSOw4 = - 45.28 p3OwS qz-( - 1.16 - .18) p50w5 = - 52.762 AREA 100 SCEFT p100w4S :=L .18) p10(.1w45 ra 39.374 p100v.v4 qz.-(- .92 .18) 13100%4 - 43.312 p100w5 - .1$) p)00w5 = - 48.43 AREA 150 SCUT p150w45 := + .18) p150w45 38..587 p154w4 qz.(- .18) 1)15094= - 42.524 p150w5 := qz 1.0- .18) p1.50w5 ft - 46.462 AREA 200 SO.FT p200w45 := qz. ( .76 + .18) p200w45 37.012 patqc4 qt. (- - .18) p2.00v..4 - 40.949 p200w5 :eqz.(-.94 - .18) p200w5 = - 44.099 AREA SOO SO.FT p500w45 := qz-f .7+ .1 500w45 = 34.449 pSOOw4 :ftqz-(- 8 - .18) pfe.k1W4 = - 3.8587 000%16 .(_.$ -.1g) p500w5 = - 38387 14333 DACESTA PAGE lin 'v= 344 Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305- 795 -2204 Permit Number: BP2004 -13 Printed: 1 /26/2004 Applicant: AMPARITA CABRERA Owner: CABRERA AMPARITA JOB ADDRESS: 1042 NE 95 ST Contractor RICHMON CONSTRUCTION CORP Contractor's Address: 7066 SW 44 ST Local Phone: 305 - 663 -0543 Parcel # 1132050120050 Legal Description: KIRBYS ADD TO MIAMI SHORES Permit Status: APPROVED Permit Expiration: 7/6/2004 Construction Value: $7,000.00 Work: OPEN TERRACE WITH 2 DOORS AND SHUTTERS Page 1 of 1 PB 41-44 LOT 5 LOT SIZE 81.160 X Fees: Description Amount FEE2004 -787 Building Fee $210.00 FEE2004 -789 CCF $4.20 FEE2004 -790 Training and Education Fee $1.40 FEE2004 -791 Technology Fee $5.25 FEE2004 -792 Scanning Fee $6.00 FEE2004 -793 Structural Fee $50.00 Total Fees: $276.85 Total Fees: $V6 Total Receipts: - V.00 �ab.8s bra Cc 3I Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Type Insp'n MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 -795 -2204 Building InspecttWn Request Date a Permit No. ./ 900 S� Name t / Address /8-q0 A ) E% /ac Company f ic,t;- i UV Phone # (o3) 4 9 / o/ Inspection Date < l / Approved ❑ Correction Re- Insp'n Fee ❑ Axy kob49. 9:?5 or. ikciaSS 1-22