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1240 NE 91 Terr (2)Inspection Date: 06/22/2006 Inspector: Grande, Claudio Owner: JACKSON, JAMES Job Address: 1240 91 Terrace NE Project: <NONE> Wednesday, June 21, 2006 Miami Shores Village, FL Contractor: ROLLADEN INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Shutters Work Classification: Shutters Phone Number Parcel Number 1132050010540 Lot: Phone: (954)454 -4220 Page 1 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/22/2006 Inspector: Grande, Claudio Owner: JACKSON, JAMES Job Address: 1240 91 Terrace NE Project: <NONE> Wednesday, June 21, 2006 Miami Shores Village, FL Contractor: ROLLADEN INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Shutters Work Classification: Shutters Phone Number Parcel Number 1132050010540 Lot: Phone: (954)454 -4220 Page 1 of 2 BUILDING -- PERMIT APPLICATION 1914 c 6 FBC 2001 Folio 1 I - 3t /0 -001- Permit Type (circle): Tenant/Lessee Name Qualifier u t 10 $ Value of Work For this Permit Submittal Fee $ Notary $ Scanning $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) kit; kit; Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Contractor's Company Name -- Rol l o ' N 21IJC, Contractor's Address 550 i WS/ N $ L VD City }{flttf1N Dfj State .,., `19 Li. 04 9(?ffr Job Address (where the work is being done) 4 D . (6 ° Pi Fi. /7.0 .fT 7.21L r, City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Permit No. Master Permit No. Building Plumbing . Mech nical Roofing "� cl PC14S - D - / Ni Owner's Name (Fee Simple Titleholder) J A/ Vt G � �- ' 1 Owner's Address INC) 6. '7/ SST 4e - Citj L c5 State rtA Phone # Zip 33 r �n Phone # Zip J 1 76' Phone# q54 Zip .33bO9 Architect/Engineer's Name (if applicable) A L FA) no Phone #1/4305 - 24, 4- $/00 Square Footage Of Work: Type of Work: DRAddition ❑Alteration ❑New ❑ Repair/Replace Describe Work: /IUSTf 11 1 J4 C.-GOK.n, gal S'TOIe i Sfri oT c.2 CUE2 * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ j Co Training/Education Fee $ Radon $ Zoning Structural Plan Review. $ ❑ Demolition O pEiVIWG CCF $ CO /CC Technology Fee $ 2 .S Bond $ Bonding Company's Name (if applicable) NIi\ 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 14%1'f1Q0 Owner gent The foregoing instrument was acknowledged before me this day of , 20 Oct by V' ,TAcadi ) who is person y known to me or who has produrec ka fg b c fs3a 1/ 3 5 identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Av My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 /v I p Signature ctor The foregoing instrument was acknowledged before me this 016 day of , 2005 , by FJivt (It o ('.0 ZA KJ who is person y known to me or who has produced T6 ME, as identification and who did take an oath. NOTARY PUBLIC: Sign : Print: AA tel A W N E s s k.E.R _ My Commission Expires: (Certi a ** - -Cp petency Holder) State Certificate or Registration No. Certificate of Competency No. Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Printed: 6/9/2005 Applicant: JAMES JACKSON Owner: JACKSON JAMES JOB ADDRESS: 1240 NE 91 TERR Contractor ROLLADEN INC Local Phone: 305 - 757 -8591 Parcel # 1132050010540 Signed: (INSPECTOR) Building Permit Phone: 305 - 795 -2204 Permit Number: BP2005 -844 Contractor's Address: 550 ANSIN BLVD Page 1 of 1 Legal Description: 5 53 42 WATERSEDGE PB 9 -141 E2OFT LOT 29 & LOT 30 LESS ELY 5FT Fees: Description Amount FEE2005 -7947 Building Fee $110.00 FEE2005 -7949 CCF $1.20 FEE2005 -7950 Training and Education Fee $0.40 FEE2005 -7951 Technology Fee $1.00 FEE2005 -7952 Scanning Fee $3.00 Total Fees: $115.60 Total Fees: $115.60 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 12/3/2005 Construction Value: $1,974.00 Work: 1 ACCORDIAN SHUTTER r JUL 2 0 PAID 134 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 122 6063 -T6 3.0 ALT. SILL 6063 -T6 6063 -T6 1.900 .062 TYP J j .622 1.912 .525 1.674 1.938 --_{ 3.188 - --1 I- --.125 TYP H.D. HEADER 6063 -T6 1.938 1.250 L .125 TYP A T. H 6 ' • . -T6 2.965 1.406 -11-- 1.374 --•� .062 TYP SILL ADAPTER 6063 -T6 3.102 I -1. --•I R.213 R.268 .050 TYP F-- 2.250 -441 90' END SLAT 6063 -T6 2.713 .501 2.000 = - .062 I I 1.000 .775 I-4- 3.000 RAN-GUARD 6063 -T6 .056 BOTTOM GUTTER 6063 -T6 1.268 1.000 el 6.000 1.550 5.000 E 2 X 2 x 1/8' 2 x 3 x 1/8' 2 X 4 X 1/8 2 x 6 x 1/8' l 0 c 8 4 A • c 0 2.000 .125 1 X 1 X 1/8" 1 X 2 X 1/8' 2 X 2 x 1/8' 2 X 3 X 1/8' 2.X 4 X 1/8" 2 X 5 X 1/8' MINUM AN TYPICAL ELEVATION 2.000 r . - .125 TYP 2.569 1.500 2.338 535 .078 .868 .535 - .5a4 Fes-- -1.833 3.494 WALL MOUNT TRACK 6063 -T6 GENERAL NOTE$ • 1. THIS PRODUCT IS DESIGNED TO CCuPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. 2 DESIGN CRITERIA FOR ALUMINUM. MINIMUM MECHANICAL PROPERTIES. ANO SAFETY FACTORS ARE IN ACCORDANCE WITH THE ALUMINUM CONSTRQCTION MANUAL' LATEST EDITION. 3. ALL EXTRUSIONS SHALL BE ALLOYS AS SHOWN ON DETAILS. STEEL SURFACES r0 BE PLACED IN CONTACT wITH ALUMINUM SHALL 8E GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITh FEDERAL SPEC. NO. TTP - 645. OR BE GALVANIZED. 5. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSING OR STUCCO. 6. ALL BOLTS. NUTS ANO WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6. 7. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION < 1./30 FOR NEGATIVE PRESSURE AND THE LESSER OF L/30 OR 2' FOR POSITIVE PRESSURE. 9. ANCHORING OR LOADING CONDITIONS. OTHER THAN TuOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 9. EACH UNIT SHALL HAVE A READILY VISIBLE DECAL INSTRUCTING OWNER OR TENANT TO SECURE CENTERMATES BY USING ALUMINUM PLATE. DURING PERIODS OF HURRICANE WARNING. 4. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88. ACE 7 -93. ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILINC BUILDING CODE. 1.189 DESIGN PRESSURE RATING = + 74 PSF - 105 PSF PRODUCT MARKING A LABEL SHALL BE AFFIXED ON LOCKING MEMBER ON UNIT ABOVE THE LOCK WITH THE FOLLOWING STATEMENT. 'ROLLADEN INC.' HALLANDALE, FL. "DADE COUNTY PRODUCT CONTROL APPROVED" Engr• DR. HUMAYOUN iAROOQ STRUCTURES FLA. PE • 16557 C.A.N 3538 ANCHORS: EMBEDMENT do EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES. ETC.) PRODUCT REVISED as complying with the Florida BuidingCode 03�OIZ3 Acceptance No ExpiSation Date° 0 By Miami Da Division ?ruduct C ontrol U ( v .0 O r 0 0 0= O W CT U� Z 0 O - 03 I w z ON O Z 3 Q .� O <o CC 1(1 = v 2 P O O t0 U S e 2 a 0 o W 0+ to 0+ z z 0 0 0 a 5 C Crowing no. 96 -19 s ...GG. 1 0. 5 J i ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 7 4 - C 5 4 - 0 7 5 - E - - 5 ANCHOR TYPE CHART TO USE CONC. BLOCK W000 A 5 2 - C 3 4 - 0 6 3 3 - E - - 3 ANCHOR TO USE TrPE _CHART CONC. BLOCK W000 A 7 3 - C 4 3 - 0 7 4 - E - - 4 t•>•>111t .330 MAX TYP ANCHORS Sa4E AS HEADER Ea - TYPICAL EDGE DISTANCE CONC. & BLOCK = 1 2d (12 ANCHOR DIAr4ETERS) W000 5d FOR LESSER EDGE DISTANCES SEE SHEET 5 OF 5. MAX. SPAN= 120" /4• FLAT TOP M.S. 12' O.C. 1 x 2 x 1 /S'_ ALUM ANGLE 1/2" i Ed • 1 /4' MAX. -+1 �- 1 14X3'M.S. STAINLESS STEEL RAIN GUARD - OPTIONAL NON- STRUCTURAL d 1 /2 "- 4 1. !. MEMIt If /O MI ill110 - - ----u MIME O =RI f- W000 EC. ALT. NUL MOUNTS 0 x 3/4• FLAT TOP M.S. V/ N O.C. SECTION B -@ ANCHORS SAME AS HEADER 1/4 -20 x L /2• BOLTS v/ NUTSQ12•0.C. .500 DIA. CELCON BUSHING a MAX. SPAN.. 120" FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 5. FOR WOOD INSTALLATIONS SEE SHEET 4 OF 5. FOR ANCHOR CHARTS SEE SHEET 5 OF 5 BOTTOM GUTTER OPTIONAL NON - STRUCTURAL IN9DE YOUNTS Ed . -•+ AN Mr= NUN IMF IN ION 111[4111111121111111111MI =MI W00 DIE CAST ZANAK ROLLER HOUSING n Ed. SECTION C — c MAX. SPAN =1 20" # 10 x 2" SELF DRILLING SCR. 0 15' 0.C. Ed. ANCHOR TYPE A C 5 3 0 E 6 CHART TO USE CONC. BIOC(!WCCO 2 I f 2 .3 � z 3/ 4" 3/4" NOTE: HEADER AND SILL DETAIL CAN BE USED ALL COMBINATIONS. ALTERNATE HEADER CAN BE USED IN LIEU OF H.D. HEADER. • ti BUILT BUT CONDITION 31:13 • ate ELM ANCHOR CHART TYP T 2 X 3 X 1/8' 2 X 4 X 1 /8' 2X5X1/8• ALUM ANGLE r Ea. t -ED. I. 1/4• ,1A 9CLTS V/ NUTS 8 i2 0.�. 3R. •.uuaY3..:N :]R :GC STRUCTI:RES PE / 1 655 7 C.A.N 3538 SECTION D —D • 2X3X1/8• 2 X 4 X L/9' 2X3x 1/8• ALUM ANGLE 1/4 X t /2' BOLTS v/ NUTS 2 12'0.C. 0 ' 5 MAX. SPAN 20" # 10x2' SELF CRIL_ING SCR. 0 15' O.C. PRODUCT REVISED as complying with the Florida Baiding Code C 3- Accepiznec ..0 Espir tiun 1 au 02 Z7 B A . • d /i Miami D ContT01 DivL :nn ti e 96 - s 2 CI O 1 x 1 X 1/8' 1 X 2 X 1/8" 2 X 2 X 1/8' 2 X 3 X 1/8' 2 X 4 X 1/8' 2 x 5 X 1/8' ALUM ANGLE AS RE00. AT BUILT -OUT CO SOUD 1/V DIA. ALUM. LOCKING ROO HANDLE CAN TALLEO — • • uTSIDE MIN. SEPARATION 4 -1/4" ONLY THIS CONDITION Ed . 4 a ANCHOR 1Y 1111T♦<1♦100aNI:E1 EMIR NM NMI ECM MIMI IBM Will ICE! MOM ICE MGM L ANCHORS �. — SAME AS HEADER /'‘ WALL MOUNT TRACKS 12' O.C. x 1/2" TEKS 3/ 1 6' POP RIVETS 18" O.C. ENO CONDITION AT BUILT —OUT .500 DIA. - CELCON BUSHING MAX. SPAN =120" A 14 X 3" M.S. STAINLESS STEEL ITIONS 90' 1 MIN. SEPARATION 3-1/2' TYP. EXCEPT AS NOTED FOR WALL MOUNT TRACK L BE INSIDE W CORNER O 1' X 4 -1/4 X 1/8' ALUM FLAT PLATE INSIDE OR OUTSIDE MOVING CORNER DETAIL W CORNER 0 z SECTION E —E - 1/4' -20 S.S. THUMB SCREW OR MACHINE SCRE 4 '1 �wc 2 X 2 1/8' UBE (6063 -T6) FIXED CORNER DETAIL - CLASS /4' 0 TAPCONS 2/ CHANNEL #10 x 3/4' HEX TEKS 0 12" O.C. ANCHOR A.C.D OR E 0 12" O.C. Engr. OR. HUTAAYOUN FAROOC STRUCTURES FLA. PE / 16557 C.A.N. 3538 2 X 2 x 1/8" 2 X 3 x 1/8" 2 X 4 X 1/8' 2 X 6 X 1/8' ALUM TUBE (6063 -T6) ®10 x 3/4" HEX TEKS 3 /ANGLE PRODUCT RE:'iSED as complying with the Florida Buiding Code 3 - C 1 23 • 0 7 Acceptance No Expiration Date 0 i lfl - 8 / 1 By Miami Da Di0sion 2003 1 -1/2 x 3 x 1/8" ALUM ANGLE . TOP & BOTTOM 1/4" 0 TAPCONS 2/ ANGLE roduct Coatr C IJ7 -J W cn 0 o o ui 1- - • J U" = ZOL. v CO 1 z Zz �N 0 � Q z z n • 5< ob.) C u n° C 0_tf c 0 ' Io i I c 0 u N 0 Crowing n0. 96 -19 s -ee: 3 5 ANCHOR H E ANCHOR SPACING INCHES UPT O 40 PSF UPTO 70 PSF CONC BLOCK w00D CONC 13 BLOCK 4 WOO - A 23 - -0- 11 - 6 4 _ E - - 14 - - 8 2 X 5 X 1/8' ALUM ANGLE CONT. EXISTING W000 TRUSSES 0,24" 0.C. MIN. 2x4 MEMBERS MIN. S.C. - 0.51 1 -1/4" COUNTER TOP CONDITION (PASS THRU WINDOW) MAX SHUTTER HEIGHT 3. 6 T. (3) 1 14 S.M.S. 0 EACH RAFTER 2' MIN. PENETRATION n HEADER CONNECTION TO W000 TRUSSES MAX SHUTTER HEIGHT = :123 - MAX DESIGN LOAD = 62 PSF 1 -3/4 1 MIN, 1/4' PLYWOOD EXISTING SOFFIT / 10 X 2' SELF DRILLING SCR. 0 15' 0.C. 3/ 2 x 3 1 1/8" 2 x 4 x 1/8' 2 x 5 x 1/8' ALUM. ANGLES _ 1/4" THRU BOLT w/ WASHER & NUT 0 6' 0.C. 410 X It HEX HEAD SELF DRILLING SCREWS e 6' D.C. 14 X 3/4' TEKS 0 12 0.C. WOOD 0 24 REOU 1' X 3 -3/4' X 1/8' CONT. ALUM TUBE w/ (3) 1/4' • X 4 LAG SCREWS 0 EACH STUD w/ 2' MIN PENETRATION INTO EXISTING STUD GLASS w000 HEADER REQUIRED FASTENERS AS PER SCHEDULES w/ 1 —t /2 MIN. PENETRATION TO ExtSTING W000 HEADER INSTALLATION DETAIL ON EXISTING WOOD BUCKS MAX. SHUTTER HEIGHT = 6 FT. MAX. DESIGN LOAD = 65 PSF OTHER CONDITIONS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET 2 Engr: DR. HumArouN FAR000 STRUCTURES FLA PE / 16557 C.A.N. 3538 2 X 3 X 1/9' 2 X 4 X 1/9' 2 X 3 x Ur ALUN ANGLE r 1/4 -20 X 1/2' BOLTS v/ NUTS a 12' O.C. FASTENERS SEE SCHEDULES ON SHEET 2 2' X 4" CONT. w/ (3) 1/4' o X 5' LAG SCREWS 0 EACH STUD w/ 2' MIN PENETRATION INTO EXISTING STUD PRODUCT REVISED as complying with the Florida Braiding Code Acceptance No O3 — 0 23.07 Eipiration Date O o8 By • earl : LI Miami Dad .dud Control Division HA U c C • 0 • C1 z z 0 0 O 0 Q O p > O Cn U Z o CD I Z Z -JN Z g tr1 Oo< Et in I 0 v 0 ,c s ^ee' 4 of 5 draw rag no. 96 -19 FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE a 12d. 0 MULTIPLYING WITH THE FACTOR BELOW 4 I 6d =1 - 1/2" 5d =1 - 1/4 ' FACTOR 0.86 c • ANCHOR CHART 1 Law ► I EXAMPLE: FOR 3 EDGE DIST. SPACING - 12" 0.C. (FROM CHART) FOR 2" EOCE DIST. SPACING - 12 X .71 - 8.5 O.C. ■ . AvCIOR 4 5 A U3 • " 1- " . • . \ • • 1=. \ ` \ : . a - . . . • n :'\ \ \ .\ . \12 \ A CH R SP ACC FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE a 12d. FOR LESSER EOGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EOGE DIST. 12d44.3" Od=2 8d - 2" 6d =1 - 1/2" 5d =1 - 1/4 ' FACTOR 0.86 0.71 0.57 0.50 EXAMPLE: FOR 3 EDGE DIST. SPACING - 12" 0.C. (FROM CHART) FOR 2" EOCE DIST. SPACING - 12 X .71 - 8.5 O.C. .. �1 P . y ANCHOR CHART 3 OA* � b" AvCIOR 5 )ACE U3 • " . • \ \ • • 1=. ` \ : . a - . . • n :'\ \ . \12 40 50 . 60 70 80 90 100 110 120 N � 40 50. 60 7.0 80 90 100 110 120 SLAT SPAN - INCHES NCI-+0R CHART S I sow 7't ' I r' 50 60 78 80 g0 100 SLAT SPAN - INCHES 1 0 120 If to 40 -I U1 f • • • • • • • • • . • AS Ah C N 7 SF AC ANCHOR CHART 2 soft 1 50 60 70 80 90 100 110 1Z0 SLAT SPAN - INCHES • 12 L NC -10P. A - :E . ANCHOR C-4ARr Raw t 0 50 60 70 80 90 1 0 110 120 SLAT SPAN - INCHES SLAT SPAN - INCHES • • • • • ANCHOR CHART 1 Ilow 1 1 •• 1" - .. r " 1 • 12 • .•• NC 9 P A0 50 60 70 80 90 100 1 8 1c0 SLAT SP c.(4 - INCHES Ul tD to A • • • • • • • • • • • • • 12 6 [ANCHOR CHART Lose NC 4 OF 9"A :E 40 50 ANCHOR Engr. DR. IUMAYOUN FAR000 STRUCTURES FLA. PE / 16557 C.A.N. 353a 60 70 80 90 180 110 120 SLAT SPAN - INCHES TYPICAL EDGE DISTANCE IN W000 - 1 - 1/4 NO REDUCTION FACTOR IS REQUIRED TYPICAL ANCHORS 1/4" TAPCON BY ELCO. 1 -3/4 EMBEDMENT TO CONCRETE 1 -1/4 EMBEDMENT TO BLOCK 1/4" X 1 -1/4" HILTI METAL ANCHORS WITH ZAMAK HIT BODY A OR RAWL ZAL AK NAILIN 1" EMBEDMENT TO CONC. OR BLOCK ANCHOR ©D - 1/4 RAWL CALK -IN. STAR 'TAIJPIN' OR EOUAL. TOTAL ANCHOR BODY INTO CONC. OR BLOCK ANCHOR QE - /14 S.M.S. /LAG SCREWS INTO WOOD. (S.C.. 0.47) 1 -1/2 MIN. PENETRATION NOTE. ANCHORS. uSE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO. TILES. ETC.) 2003 PRODUCT REVISED as complying with the Florida B*Idiag Code Acceptance No O Eipi dun Date By 1 ...r Miami Dads' - uct Control Division 01 I0 8 Ln J / W t- 4- V) N C 0 N 4) 1J 2 Z c oft cc CL C4 41 N z to O W Z > et 0 co CL CC CC o W 04 1 7 -en W ( ^ vQ ( ) 9 ( c 0 0. u u .0 u O O .c e � • arowing no. 96 -19 1 sreet 5 of 5 J ACCORDION • -.7",:i■clZSD14. . Dpi A 36 812 P Dear City Official, Sincerely, Terry D. ow Vice P esident rolladeni • 550 ANSIN BOULEVARD:... HALLANDALE; FLORIDA 33009 • Shutter Product Approval Authorization Form We are the Dade County Notice of Acceptance holder for the following products: Hallandale: (954) 454 -4114 Dade: (305) 757 -8591 .. Broward: (954) 525 -3466 Palm Beach: (561) 686 -6277 Fax: (954) 454 -1577 Aluminum Accordion Type Shutters under # 03- 0616.02, 03- 123.07, 03- 0604.03. Extruded Aluminum Roll Shutters under # 03- 1110.04, 03- 0604.02. Extruded Aluminum Storm Panels under # 03- 0527.01. 0.050" Aluminum Storm Panels under # 02- 0226.09. 20 ga. Galvanized Steel Storm Panels under # 03- 519.01. Aluminum Hinged Colonial Shutter under # 02- 0612.01. Polycarbonate Window glazing under.# 03- 0527.02. This letter authorizes Emilio Cuzan to use any of the following: Aluminum Accordion Type Shutters under # 03- 0616.02, 03- 123.07, 03- 0604.03. Extruded Aluminum Roll Shutters under # 02- 0318.11, 03- 0519.02. Extruded Aluminum Storm Panels under # 03- 0527.01. 0.050" Aluminum Storm Panels under # 02- 0226.09. 20 ga. Galvanized Steel Storm Panels under # 03- 519.01. Aluminum Hinged Colonial Shutter under # 02- 0612.01. Polycarbonate Window glazing under # 03- 0527.02. on the following job: Job Owner's Name: Job Address: (4/4MES f ` 7 A R )ENE A d&oN C /0 itM• 91 A :PR. JIj ( b 1 oP E p / 33J312 UNIT NO. PRODUCT CODE DOOR WINDOW ROOM ACTUAL OPENING SIZE WIDT H X HEIGHT ROLL SHUTTER CRANK ONLY OPERATION MOTOR ONLY MOTOR & CRANK COLOR SELECTION PROFILE FRAME SPECIAL INSTRUCTIONS 01 CC% )( j /A14 1'$x ! 00 W fare Si4 (4rrEi2 (10 'v gi /A) th i W I1JDOWS ON eN QS 2 Lo cIk+ED, CUSTOMER NAMEINIK� M�ri (O?JJOB ADDRESS BILLING ADDRESS l i . frePi 'l n414.41 s ite D317 TELEPHONE 3 or. / 11 S ur (of PROPERTY OWNER "I OTHER PHONE We propose to furnish and install the following: TOTAL Special Instruction: Fl. •r of ilding: Is electrical labor for rot and switch installation by Rolladen included in this price? YES ❑ NCB ruction Industry Recovery Fund' as required - Is high work required? YES ❑ NO1 • y� I have r n co of 'Notice of Consumer Rights tinder the C onst AA u1 nitials). TE • S • - PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. When Building Codes require a final building inspection or if an electrical connection by Rolladen is required, a maximum of ten percent (10 %) of the contract amount may be retained pending completion. Purchaser agrees to pay a late fee equal to 11/2% per month on the unpaid portion of the purchase price from the date of installation by the installer to the date of payment. OWNER OF PROPERTY? YEStk NO ❑ (If NO, fill in Owner's name and address in space provided at top of form.) Products are to be installed on the premises situated 'n i1 - County, State of OA owed bIv and escribed as: Lot 0 Block Sub Division Folio # //-7I w CONTRACT SUBJECT TO ADDITIONAL TERMS ON REVERSE SIDE tayik, (- "BUYERS RIGHT TO CANCEL" "This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash down payment." EXECUTED X COPIES •N COPY OF WHICH VVAS DELIVERED TO, AND RECEIPT IS HEREBYACKNOWLEDGED BY BUYER, THIS «AY OF 4' ,• Qom, q -►t( ROL -5 (Salesman) (Accepted & Approved) ROLLADEN INCORPORATED 2174 L AMOUNT OF CONThACT 1/3 DUE PRIOR TO COMMENCEMENT OF INSTALLATION BALANCE TO BE PAID TO INSTALLER Installation to begin in approximately 1(c to ate- weeks from date of receipt of deposit. This is only an estimated time and you will be contacted to schedule the actual installation date. (X) (X) (Purchaser Sign Here) ORDER NO. 05q CUSTOMER Page I of Shutter Schedule # Width Height Zone Product Anchor # Width Height Zone Product Anchor 1 1lb 1Oo 4 Acch ci_ 1 1 2 12 3 13 4 14 5 15 6 16 7 17 8 18 9 19 10 20 Customer: —3 DA 1 St v S Criteria Data Mean Roof Height. Exposure: Roof Slope: j O Elevation: J 1 CV End Zone: 7 WIND CHART Design Loads Positive Negative Int. Zone: Negative End Zone: /*I Rolladen Shutters Poz. r eAlk, Contract #: Color: Date: MANI - try S 681 Z Vair E i ROLLADEN SHUTTERS CUSTOMER t K- 5 Dry BLADES _ OFFSET: L BLADES REM B.O. O. 11. _ SnuT STACT■ L EVO1 R TOP TRACK . F BOTTOM T!A Y1 LOCK 4 0 ' 4 a REM , B.O. O. t1. Io O 0 A:_ BLADES V\ Allot DMA/ BLADES _ snit _ OFFSET: L R STACK: L EVQI TOP TRACK BOTTOM TRACK LOCK CONTRACT # O `? A36 S I a DATE: COLOR Y / I - 1 Tt- LOCK B.O. O. M. 0 TOP TRACK BOTTOM TRACK 0 VW''t ' BLADE BUMS -. _ 9411T _ OFFSET: L R 5TACK: L MN R REM B.O. 0. 11. BLADES BLADES 5n1T _ OrF SET: L R STACK: L MN R TOP TRACK BOTTOM TRACK LOCK RCM ACCORDIAN DIMENSIONS Engineer : LR 1 Branch : 00 Date : 5114105 Customer : JACKSON Contract No : 05A36812 "ROLLADEN SHOP WORK ORDER Form Date: 3/25/05 1 Color: White I I Color - Frame : White I Confirmed : Yes I Total Sq Ft : 112.656 'Building Material : Block I 36 5905 1 5903 18 5905 1 5904 Color Blades : White 102.000 L 102.000 L 102.000 R 102.000 R HINGES, RODS & • ANGLES ..Holes @..Start„.Every. ' .. Qty.....Part#.....Length....TB... Header : White Sill : White 2 5910 102.000 L/R 2 5011 2 5011 1 1029 2 1051 1 5013 1 1022 48.000 T/B 30.000 T/B 105.000 R 156.500 T/B 100.000 L 105.000 L 1 5900 154.500 TYPE: Offset Split -Right HEADER: Wall 1 5911 154.500 I SILL: Wall MEASURED HT: 100.000 1 5912 154.500 MEASURED WD: 154.500 REMOVABLE TRACK: No TRACK LENGTH: 0.000 BUILDOUT: 0 Concrete /0C (T)=9.00 (B)..9.00 Custom Out 40.00 Actual Width Actual Height 105.000 112.656 UNIT NO. (Dfr4 PRODUCT CODE DOOR WINDOW ROOM ACTUAL OPENING SIZE WIDTH X HEIGHT ROLL SHUTTER CRANK ONLY OPERATION MOTOR ONLY MOTOR & CRANK COLOR SELECTION PROFILE FRAME SPECIAL INSTRUCTIONS /k 1.1, i - 148X 1 00 lora 3 to uu. g6 iN hew (J) i Dau.►S oN As 21„ 8 CUSTOMER NAME .51/14a4 MI e. (itittotJJ0B ADDRESS S »< BILLING ADDRESS sate N. q MI4Mt s lta Di/ IS `, TELEPHONE 30.- k j0- S 7 C01 PROPERTY OWNER e OTHER PHONE We propose to furnish and install the following: 1 TOTAL Special Instruction: ROL -5 QfIL 4 1-1t4( (Accepted & Approved) ROLLADEN INCORPORATED P' 2 174, LAMOUNT OF CONTRACT 1/3 DUE PRIOR TO COMMENCEMENT OF INSTALLATION BALANCE TO BE PAID TO INSTALLER Installation to begin in approximately 14 to ate-- weeks from date of receipt of deposit. This is only an estimated time and you will be contacted to schedule the actual installation date. Is electrical labor for rotor and switch installation by Rolladen included in this price? YES ❑ N Is high work required? YES ❑ NOI Flo•r of : Tiding: . I have received a copy of "Notice of Consumer Rights Under the onstruction Industry Recovery Fund' as required y \ uS nitials). TE S • - PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. When Building Codes require a final building inspection or if an electrical connection by Rolladen is required, a maximum of ten percent (10 %) of the contract amount may be retained pending completion. Purchaser agrees to pay a late fee equal to 1 Y2% per month on the unpaid portion of the purchase price from the date of installation by the installer to the date of payment. OWNER OF PROPERTY? YES1A, NO ❑ (If NO, fill in Owner's name and address in space provided at top of form.) Products are to be installed on the p remises situated 'n I g- County, State of flA o ed bb� and escribed as: Lot ` Block Sub Division i Folio # //-Wok_ 1» el CONTRACT SUBJECT TO ADDITIONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" (X) ORDER NO. USA CUSTOMER "This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash down payment." EXECUTEDJKOIX COPIES •N COPY OF WHICH W DELIVEREDTO, AND RECEIPT IS HEREBYACKNOWLEDGED BY BUYER, THIS _«AY OF •' ,�• (X) (Purchaser Sign Here) Page 1 of 46.5 50.2 20 49.2 53.4 25 51.4 30 53.6 35 55.2 40 56.9 45 58.3 50 59.7 55.8 53.2 59.9 61.7 63.2 64.8 55 60.8 65.9 60 61.8 67.1 65.9 63.9 71.9 73.9 76.2 78.1 79.9 81.4 82.8 41.9 56.1 44.3 48.1 59.3 46.3 50.2 62 48.2 52.4 64.7 49.7 53.9 66.5 51.2 55.5 68.6 52.5 56.9 70.3 53.7 58.3 71.9 54.7 59.3 73.3 55.6 60.4 74.5 62.3 _1< 15 BUILDINGS EQUAL OR LESS THAN --69 FEET HIGH Basic Wind Speed 146mph, Importance Factor -1.0, Exposure `C' PER A.S.C.E. 7 -98 (ENCLOSED) ROOF SLOPE > 10 DEGREES. ROOF SLOPE < 10 DEGREES TRIBUTARY AREA = 10 SQ. FT. TRIBUTARY AREA = 10 SQ. FT. MEAN ZONE ZONE ZONE ZONE ROOF ELEV. FEET 4 &5 (T) 4 ( -) 5 4 &5 ( -) (�) ZONE ZONE 4 ( -) 4 5 ( -) WEND LOAD TABLES FOR SHUTTERS APPLIED OVER COMPONENTS PER A.S.C.E. 7 -98 (ENCLOSED) BASIC WIND SPEED: 146 MPH. ROLLADEN SHUTTERS INC. 550 ANSIN BLVD. . HALLANDALE, FL. /4 :2/1 TRACY CONSULTANTS INC. (IP) 4660 SW 128 AVE.. SOUTHWEST RANCHES, FL., 33330 (954) 434 -5035 MIA M!DA DE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Rolladen, Inc. 550 Ansin Boulevard Hallandale, Florida 33009 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 approted as described herein, and has been designed to comply with the High Velocity.Hurricane Zone of the Florida Building Code. DESCRIPTION: Extruded Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 96 -19, titled " Accordion Shutter Details ", sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, dated April 25, 1996, last revision #E dated August 01, 2000 bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 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 & renews NOA # 00- 0411.07 & consists of this page 1 & approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. MIAMI -DADE COUNIy, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03- 0123.07 Expiration Date: 02/27/2008 Approval Date: 03/13/2003 Page 1 1 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 03/14/94 Job Address 1240 NE 91st Terrace Tax Folio /i .-'J A1 Legal Description 1240 NE 9 t Terrace E.?. ' a , $ .3o G z5Z)45 vva Owner / Lessee / Tenant James Jackson Master Permit # 35 Owner's Address 1240 NE 91st Terrace, Miami Shores fla 33138 Phone 305- 756 -5961 Contracting Co. Wrono enterp corp. Address 211 NW 5th Avenue, Hallandale Qualifier Bruce McPhee State # CGCO56663 Municipal # Competency # Ins.Co.Smith Watson Parker Inc. Architect /Engineer Al Farooq corp. Address 1235 SW 87th Ave Miami fla 33174 Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Installation of 1 rolling shutter and 2 folding shutters. Square Ft. ur,zea> APPROVED: ef;SEA • E L L A N I B U R N NOTARY pt;BLK STATE OF FLORIDA COMMISSION YO CC301076 MY .,MMISSION AUG. 11997 gnature gf,6wner and /or Condo President Date: Notary as to Owner an My Commission Expires: ** * Fire Zoning Buildin Mechanical Plumbing Phone 305- 456 -6979 Estimated Cost(value) 2100.00 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 regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated /% AM" ture of Contractor or Owner- Builder late: Notary as to Contrac My Commissio • • N KlL6VR 0,011111N R}BLUC ATF - 0 , : 176 N� COMj,/�15SI 1 , * COM MO;IO * * * * FEES: PERMIT / e.b RADON C. C.F. lT NOTARY - TOTAL DUE '75 ** Other lectrical Engineering co,to go �+ 1 , sue 39 1 3 _4GGSON ( A K.ile_t_. I aq N, ci I s- T—T1;iat.., , r, f ' METRO•DADE Wrono Enterprises 214 N.W. 5 Avenue Hallandale, FL 33009 ACCEPTANCE No.: 93- 0909.3 - OCT 2 5 1993. OCT 2 5 1996 APPROVED EXPIRES APPROVED : PRODUCT CONTROL NOTICE OF ACCEPTANCE Your application for Product Approval of Roll -up Storm Shutter 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 Dr. H. Farooq. P.E. .A1- Farooq Corporation dated November 13. 1989 and revised on Oct.-20. 1993. along with Drawing #93-41 sheets 1 and 2, of 2 sealed by Chaoxi Ling. P.E. dated September 7. 1993 and revised on Oct. 20. 1993 has been recommended.for acceptance by the.Building Code Compliance Office to be used in Dade County, Florida under the Specific forth on page 2, 2a and the Standard Conditions.on page 3. ** PLEASE NOTE ** THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been accepted 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. OCT 2 5 1993 7/ 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 `i. &fiat FAX (305) 375 -2908 Gil Diamond, P.E. Supervisor Product Control Division Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County • • A Wrono Enter ris p-- ACCEPTANCE No.: 93- 0909.3 2. The shutters shall be constructed as follows: 2 APPROVED EXPIRES OCT 2 5 1993 OCT 2 5 1996' NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS - 1. This approves a roll -up type shutter which may be installed up to elevations of 350 feet using the spans and mullion spacings tabulated on approved drawing #93-41 to be used in Non - Coastal and Coastal Exposure building zone areas. Valid until Jan. 1, 1994 when Section 6 of ANSI/ASCE 7 -88 will be adopted by SFBC. Slats: 1.) 2.588" x0.540" Rigid PVC (.040" wall) slats with no reinforcement 2.) 2.588" x 0.540" Rigid PVC (.040" wall) slats with 1 rebar every 4 slats. 3.) 2.588" x 0.540" Rigid PVC (.040" wall) slats with 1 rebar every 2 slats. 4.) 2.588" x 0.540" Rigid PVC slats with 1 rebar every slat. . 5.) 1.780" x 0.390" Alum. (.026" wall) foam filled mini slat w /no reinforcement 6.) 2.360" x 0.562" Aluminum (.026" wall) foam filled slat w /no reinforcement 7.) 2.582" x 0.562" Extruded aluminum (.050" wall) slat wino reinforcement. Fixed . 2.183" x 2" x .188 ", 6063 -T6 aluminum tee section, supporting the tracks in Mullions: which the slats glide Storm "A" 2" x .875" x .062" wall Aluminum Tube Section Bars: "B" 2.75" x :875" x .062" wall Aluminum Tube Section "C" 3.25" x 1" x .078" wall Aluminum Tube Section Storm 2" Insert 1.734" x .750" x .125" wall Aluminum Zee Section Bar 2 3/4" Insert 2.400" x .730" x .125" wall Aluminum Zee Section Reinforcement: Gil Diamond, P.E. Supervisor Product Control Division .l • • , . S. • Wrono Enterprises NOTICE OF ACCEPTANCE:. SPECIFIC CONDITIONS 3. Schedules on the approved drawing indicate the spacing of the fixed mullions and storm bars at various heights above grade. The schedules also indicate the maximum span of the slats for each of the seven conditions described above. 4. The storm bars must be positioned on both sides of the slats in order to resist inward as well as outward acting pressures. 5. All other components shall be in strict conformance with the details on approved drawings No. 93-41. Fasteners shall be as indicated on the approved drawing. 6. The mechanism for operating the shutter, not included in the present approval, shall be certified by a recognized testing agency. 7. The shutters shall be provided with adequate locking devices for securing the shutters in the closed position during a hurricane warning. 8. 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. 9. Each unit shall bear a permanent label with the manufacturer's name or logo. 10. Application for building permit shall be accompanied by two copies of the following: a) Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters. b) Duplicate prints of approved drawing #93-41 pages 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.. 11. This renewal supersedes Notice of Acceptance #90- 1129.8(89) dated September 10, 1990. - 2a - ACCEPTANCE No.: 93- 0909.3 APPROVED OCT 2 5 1993 OCT EXPIRES 2 5 1996' Gil Diamond, P.E. Supervisor Product Control Division 1. Extension of Acceptance may be 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 r in the State of Florida. 2. . . Anyrevision 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 grounds 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, where it applies, shall be provided to the 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. Revised 9 - 20 - 93 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS - 3 - Gil Diamond, P.E. Product Control Divison Supervisor Oft i- UMAYOUN FAROao, P E. FARZANA FAROOq M . II. CNHeoue Soto Wxono Enterprises 214 N.W. 6th Ave. gallandalc, Pl. 88009 Attu: Mr. McPhee If you Mye any questions, please feel free to call . us. .A L -- F.44.1=1 O CI I2a c cD F I LD J A. - 1 ENGIN PLANNERS G� PRODUCT TES-r G With this letter we wish to confirm that for aocordian type Shutter locked -#,n dosed PoB9n iS . not subjected to wind load and can be locked In male- or female position. -Se t /O /??..q Very ti.u.tyyot Dr Huuma Parooq, P.B. President . ti • � METROPOLITAN DADE COUNTY, FLORIDA • METRO.OADE .;,x' LEIVECJ ; r U 1 1913 Chairman Bertram S Warshaw Vice- Chairman H.O. Lasseter Members Ronald Ager Janes Arias George Berlin Thomas M. Blast Lawrence A. Borsari Ted ttle& Oscar Hannan John Calpbal Eduardo Canter Jorge di la Tarrivae a Carlton Decker Arnold Goldman Richard M. [foram Daniel Lewis John Lindstrom . Steen Lowe Joseph Mokher, Sr James Power William Riley Armando M. Rico Thomas Utterbaek Alfred Weisbrod Rudy Milieu= Board Consultant John Pirrorino Staff Charles Danger Sandy Weinreb Gil Diamond (305) 375 -2612 PRODUCT CONTROT. NOTTCE OF ACCEPTANCE Wrono Enterprise Corporation 211 N.W. 5 Avenue Hallandale, FL. Your application for. Product Approval of Aluminum Accordion: Shutter under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials•and Types of Construction, and completely described in the.plans, specifications and calculations. as submitted b of•Al- Farooq. Corporation along. with drawing N H o .92- 06ddat �� dated 7 -12 -89 and revised 1- 6;93 been accepted'.by.Product Control: to be used in the. Unincorporated areas of Dade 'County under the Specific.Conditions set forth on page 2 and the Standard Conditions on. Page 3. ACCEPTANCE No.: 92- 0506.5 R APPROVED EXPIRES Sept. 14. 1995 APPROVED: February 8, 1993 -1- -4, 411 1 METRO-DADE CENTER BOARD OF RULES AND APPEALS SUITE 1010 111 N.W. 1st STREET MIAMI. FLORIOA 33128 -1974 (305) 375 -2981 iamond, P.E. Feb. 8, 1993 Product Control Division * *PLEASE NQTE ** THTS IS THR COVF:RSHRRT. SEE ADDITTONAT, EA(;ES EpR SPECTFJf AND GENERAT, CONnITZONS BOARD OF RULES ANQ APpEAT,S NOTICE (2F ACCEpT NCE This application for Product Approval has been accepted by the Metropolitan Dade County Board of Rules and Appeals to be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. Charles Danger / P.E. Secretary Metropolitan Dade County Board of Rules and Appeals • Wrono Enterprise Corporation ACCEPTANCE No.: 92- 0506.5 R APPROVED Feb. 8. 1993 EXPIRES Sect. 14. 1995 NOTICE OF ACCEPTANCE: SPECIFIC` CONDITIONS This approves a manually operated folding storm shutter constructed of both 6063 -T5 and 6063 -T6 extruded aluminum sections as follows: RAnel 3.709" x 0.050" Header 4.126 x 0.078 (min. thickness) Sill 3.063 x .750. (min. - thickness) Sill Adapter 2.812 x .062 (min. thickness) Vertical Framing .Min. thickness 0.062" - see approved J Locking Device drawings for detailed dimensions 2. Refer to cross - section A -A and B -B and Note 4 on drawing #92-06 for method of anchoring the fixed components of the shutter to the masonry opening. 3. Identification Each unit shall have a permanent label with the manufacturer's logo, the Dade County Acceptance #92- 0506.5 R, instructions.to• the owner for securing the awning during a hurricane alert- 4. Application for building permit Application for building permit must be accompanied by two copies of approved drawing #92 -06 along with plot plans indicating the size of and location of all openings to receive shutters. 5. In order to issue a permit all zoning regulations must be met. 6. 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. 7. This revision supersedes Notice of Acceptance #92- 0506.5 dated September 14, 1992. it Diamond, P.E. Product Control Division Supervisor r ° a,• METROPOLITAN DADE COUNTY, FLORIDA Chairman Berman S flhrshaw Vice- Chairman /f.0. Lasseter Members Ronald tiger James Arias George Berlin Thomas M. Black. Lamellae A. Borsarl Ted Bridis Oscar Brennan John Calptnl Jorge de la Torriente N. Ccdton Decker Arnold Goldman Richard M. Norton Daniel [exit John [indrawn n Steven Lowe Joseph Mokher, Sr. Jmrres Potter William Riley Armando M. Rico Thomas Utterback Alfred Weisbrod Rudy Williams Board Consultant John Pistorino Staff Charles Danger Sandy Keinreh Gil Diamond 4. 7. NOTICE OF ACCEPTANCE: 1. Extension of Acceptance may application has been filed test reports no older than re- evaluated. 3. Any unsatisfactory performance process or a change in Code grounds for re- evaluation. -3- vsel '421 EV METRO -DADE CENTER BOARD OF RULES AND APPEALS SUITE 1010 111 N.W. 1st STREET MIAMI, FLORIDA 33128 -1974 (305) 375 -2981 (305) 375 -2612 STANDARD CONDITIONS be considered after a new and the supporting data, ten (10) years, have been 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. of this product or provisions shall be 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 any portion of the Notice of Acceptance is displayed then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors; unless otherwise noted in the Notice of Acceptance. The prints not-be re- sealed by an engineer. Failure to comply with Standard Conditions shall be cause for termination of Approval. 1 Diamond, roduct Control Division Supervisor need