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WS-07-726Project Address 750 NE 97 Street Miami Shores Village, FL Owner Information PAUL WHITFIELD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Contractor(s) FOLDING SHUTTERS CORP Phone CeII Phone (561)683 -4811 (561)640 -8204 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $6.60 $2.20 $230.00 $12.00 $5.75 $256.55 Building Department Copy Tuesday, April 24, 2007 Permit Issue Date: 4/24/2007 Permit NO. WS -4 -07 -726 Permit Type: Windows /Shutters Work Classification: Shutters Permit Status: APPROVED Expiration: 10/21/2007 750 NE 97 ST MIAMI FL 33138 -2526 Parcel Number 1132060142220 Block: Lot: Authorized Signature: Owner / Applicant / Contractor / Agent Phone Total Amt Paid I Amt Due $ 0.00 $ 0.00 $ 0.00 Payment Type: Applicant Valuation: Total Sq Feet: Type of Work: SHUTTERS No of Openings: 13 Additional Info: Classification: Residential a - sf Imsomi2rp t, 50q MAY 0 '7 PAID PAUL WHITFIELD Available Inspections: April 24, 2007 Date CeII $ 11,000.00 537 Shutter Attachment Shutter Final Inspection Type: 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. 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. Futhermore, I authorize the above -named contractor to do the work stated 1 • •• •• •• •• • • • • • ••• • ••• • • • ••• DRAWN BY` w.w s- CHECKED en w.w.s. -1.588 R.307 2.551 1.234 2.941 0.062 2.940 1.904 4.365 1.'i DATE: 1 03/02 2.725 2.500 -- 3.834 I 31VD fro /n/go R.245 .062 TYP .688 .921 1.200 � - .045 TYP R.084 R.245 R.147 -_ R 307 .- SLAT 062 TYP 697 1.004 1.733 0.688 0.12 1.63 TYP. 1.656 1 A8 1 Y I J 062 R.245 .062 TYP .625 .654 REVISION DESCRIPTION *Wt 01 S310N lY113N30 O31YOd111 1Mg1d1079 30091 R.307 -111 MALE LOCKING SLAT ( �KGS ") LA TS 6063 -T6 6063 -r6 WALL MOUNT SLAT F EMAI END SLAT � 6063 -15 6063 -T5 6063= -T6 3.715 5.000 SLAT PERFORMANCE CHART 3559 3.000 • MAX. DEFLECTIO SPAN/30 FOR NEGATIVE L SPAN /30 OR 2" FOR POSIT 2.242 -° 2.074 .609 .25TM 2 X 4 X 1/8" 2 X 5 X 1 /8" 062 133 'ON 1.0 _ 90 TYP 1 .600 1=- 1.114 L DRAWING TITLE TITAN II FOLDING SHUTTER MANUFACTURER FOLDING SHUTTER CORP. 7089 HEMSTREET PLACE WEST PALM BEACH, FL 33406 561-683-4811 2.000 .654 f - .-I BUILT -OUT ANGLES FEMALE LOCKING SLAT 6063 -T6 6063 -T6 NEGATIVE LOAD erg DEFLECTION CURVE AT 100 PSF o_ - WALL HEADER ¢ 3.500 . 5 30 : : D 1 9042966.83 DEFLECTION CURVE FOR POSITIVE LOADS ONLY FOR LOADS OTHER THAN 100 PSF, SEE S :HEDULE r ":': p o p 6063 -T5 ' .062 TYP. BOTTOM �J � IOOSTTIVE LOAD .250 -d b- RAIN GUARD (OPTIONAL) W e S - 2.725 - - - z )1 0 IS30 2.012 (NON STRUCTURAL) 6063 -T6 3.715 I - 1.750 1.218 .100 TYP r- 1.264-{ I Z O - U j ; ° 995 2.074 N W - 1 .609 600 ED .o _ ( GHEADER 2.096 oso TY �� rITP 1• 0 70 80 ...... 90 100 110 120 CONSULTANTS W. W. SCHAEFER ENGINEERING & CONSULTING, P.A. 8895 N. MILITARY TRAIL: SUITE C -204 PALM BEACH GARDENS, FL 33410 PHONE: 561 -775 -4902 FAX: 561- 775 -4903 6063 -T5 1 50 60 70 80 90 100 1 0 120 .................. 130 140 15_ 130 140 SLAT SPAN INCHES SLAY SPAN - INCHES • I •i 1 500 • • • • i • • •• • •: 2.657 600 • 1 419 ALT. WALL HEADED USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCH USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM 6063 -T5 GENERA!_ NOTES MINIMUM SEPARATION FROM GLASS 2.625 1. THESE SHUTTERS ARE DESIGNED PER THE 2004 FLORIDA BUILDING CODE (FBC) INCLUDING HIGH VELOCITY HURRICAN ZONES (HVHZ) 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALL EXTRUSIONS SHALL BE ALLOYS AS SHOWN ON DETAILS. 4 STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE 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 DRESSING OR STUCCO. • • • • • •••• BQTTQM • • l 002 4YP • • _ 1.125 8 I SEPARATION REDD. DUE TO WIND LOAD SEPARATION REQD. DUE TO LARGE MISSILE IMP ACT 0.093 _t_ 0.050 SHUTTER SPAN H = IN. DESIGN LOAD = Pd = PSF FACTOR = K = Pd /100 = IN. READING FROM SPAN D. CURVE = D = IN. DEFLECTION AT Pd = K•D = IN MIN. SEPARATION REQD. = K•D +1" = IN. SLAT SPAN UPTO SEF ON 1 • •� SILL, • • •• • • • J�1CI( 0.093 ` 1 d 96 -1 _ 2 147" 3 1.5� - • • • • 6063-•T6 • • • • •••• FOR INSTALLATIONS UPTO 30' OF GRADE USE MAXIMUM OF WIND LOAD OR IMPACT LOAD REQUIREMENTS SHOWN ABOVE FOR INSTALLATIONS ABOVE 30' OF GRADE IGNORE LARGE MISSILE IMPACT REQUIREMENT. NOTE: No PART OF sH.mER sHALL BE UNDER 30' ABOVE GRADE TO WANE LARGE MISSILE IMPACT REo • • • • •• 1.550 �•••• I L •050 • • ••• • •• • • • •••• • • • • • • • • 093 - AU .a ' ;3; OO5 - -- 0.093 f - - 0.070 2.696 6. ALL BOLTS, NUTS AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6. PRODUCT MARKING 4.446 ALTERNATE BOTOM TRACK ADAPTED 7. DESIGN CRITERIA FOR SLATS: MAX DEFLECTION L/30 FOR NEGATIVE PRESSURE AND THE LESSER OF L /30 OR 2" FOR POSITIVE PRESSURE. A LABEL SHALL BE AFFIXED ON LOCKING MEMBER OF UNIT ABOVE THE LOCK WITH FOLLOWING STATEMENT OTHER THAN THOSE SHOWN IN 6063 -T5 ALUMINUM L .093�r 8. ANCHORING OR LOADING CONDITIONS THESE DETAILS ARE NOT PART OF THIS APPROVAL. FOLDING SHUTTER CORP. WEST PALM BEACH, FL a •, ; , ., "DADE COUNTY PRODUCT CONTROL APPROVED" 11F 1"41 h 7 fi d . '' Ci.S; atiY, Balding �.:,de :isrevi:.s,ce N,,03+ 0 ` o ; • Of 2 .686 BOTTOM TRACK AD ADAPTER 6063 -T6 E'sp:E'..non E•?i?eo /�I' D RAWING NO. 1173 R EY. B / • w 1 A..± ��L��_ Miami Dad roduct cm Divia a , SHEET NO. 1 OF 5 • •• •• •• •• • • • • • ••• • ••• • • • ••• ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 7 5 - B 3 - - D 7 5 - E - - 4 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 7 5 - B 3 - - D 7 5 - E - - 4 ANCHOR TYPE CHART TO USE CONC. BLOC!( WOOD A 6 4 - B 2 - - D 6 4 - E - - 3 ANCHOR CHART TO USE C . BLOCK WOOD el 7 4 - B 3 - - D 7 4 E - - 4 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 7 5 - B 3 - - D 7 5 E - - 4 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 6 3 - B 2 - - D 6 3 E 3 • ••• • ••• •• ..• . . • • • • • • • • • •• •. . . • • DRAWN BY w.ws PLOT: 1-1 m 0 Z s 0 0 CHECKED BY: w.ws DATE 10/03/02 DRAWING NO. REV. 1173 L SHEET NO. 2 0r 5 0 n_ w D_ U U J lL ▪ WU co 0 = LD Z Q L() wO O rtn W 0 0 Z _ r ! E2 N ° n W Ia _ Z a W 5 O_ Z � N o x� _ y o 1 j t. z� m o U .•. •. ANCHORS SAME AS HEADER•,. •• • • • •.• • • •• •• • .•.. • • •••• . . • •••• • • .4/ 16 " AtIJOA POP RIVETS 1 • 0 10" O.C• • •.BOTH SIDES * ..I• • • •• • •.•. • • •• •• (0 1- r 10 n SECTION A —A TIONAL .1i1APT •GU D NON •STRUCTURAL • • .. • rI-9 .. • • • • • • 2 3/Z16" MAX. WALL MOUNTS .060 FORMED - STAINLESS STEEL ROLLER HOUSING Eq F' Ed .� S C11ON B —B ALTERNATE BOTTOM TRACK ADAPTER WITHOUT RANGES (SAME AS WITH FIANCES EXCEPT WRHOUT FLANGES) I F 0 c B A A c D F 3/16° ALUM POP RIVETS 0 14" 0.C. BOTH SIDES TRIM FLANGE FROM ADAPTER EA. SIDE TYPICAL ELEVATION NYLON ROLLER .500 DIA NYLON BUSHINHG #10 X 2 -1/2" S.M.S. STAINLESS STEEL E OPTIONAL RAIN GUARD NON STRUCTURAL NOTE: ANCHOR SPACING SPECIFIED IN CHARTS IS TO BE CONSIDERED AS OVERALL SPACING BETWEEN ANCHORS. EACH ROW WILL HAVE A SPACING OF 2 TIMES THAT SPECIFIED IN THE CHARTS WITH EACH ROW STAGGERED SUCH THAT THE OVERALL SPACING IS THAT SPECIFIED IN THE CHARTS. 2 3 /16" 1 Eq 11 a' Ed. INSIDE MOUNT MAX. 1 Ed.--1 -°i Eq OPTIONAL RAIN GUARD NON STRUCTURAL r . .. Ed.—°-1 SECTION B —B SEE ALTERNATE SECTIONS B -B FOR ALTERNATE TRACK ADAPTER .500 DIA NYLON BUSHING 3/16" POP RIVETS ALUMINUM 0 10" 0.C. BOTH SIDES ANCHORS_ SAME AS HEADER 3/16' ALUM POP RIVETS 0 10" 0.C. BOTH SIDES L_ Ed .� SECTION B -@ ALTERNATE BOTTOM TRACK ADAPTER WITH FT ANGES Ed. Ed Ed I: Q ANCHORS SAME AS HEADER 1 2 X 3 X 1 /8" 2 X 4 X 1/8" 2 X 5 X 1/8 ALUM ANGLE NOTE: HEADER AND SILL DETAIL CAN BE USED IN ANY COMBINATIONS. 2 X 3 X 1/8" 2 X 4 X 1/8 "_ 2 X 5 X 1 /8" ALUM ANGLE z z ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES. ETC.) BUILT —OUT CONDmON 1/4' X 3/4." TEKS OR 1/4" X 3/4' BOLTS W/ NUTS & WASHER O 6" 0.C. r - Eq - Eq SECTION .0 —c Ed = TYPICAL EDGE DISTANCE CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 5 OF 5. 1/4" X 3/4" TEKS OR 1/4" X 3/4" BOLTS W/ NUTS & WASHER 6" 0.C. 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. PRODUCT tE5Y$SEG cacr lyi-4B t�:$1 r8 ^ Cs cs n .Ascr1 *twee 7. 0 5- bale 0 B Miami Dad zru et Co:Stroi EL,-, isi•:1!t 1/4" X 1 3/4" TAPCON BY ITW RAMSET RED HEAD MAX. REQUIRED MAX. SHUTTER POS /NEG ANCHOR HEIGHT PRESSURE SPACING 99.5" 82.7 PSF 3" 99.5" 41.4 PSF 6' 99.5" 27.8 PSF 9' ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 5 2 - B 2 _ - D 5 2 - E - - 2 ANCHOR TYPE CHART TO USE CONE BLOCK WOOD A 2 1 - B 1 _ _ D 3 1 E • ••• • ••• • • •• ••• •• • ••• • ••• • • • ••• DRAWN er: w.ws • • •• • •• •• •• • • • • • ••• •••• • • ••• • OPTION TO PLACE ANGLE OUTSIDE OF END SLAT 2 X 2 -3/4 X 1/8 "__ ALUM ANGLE • •• • • • • • • • •• • • •••• ••• • •• ••• •• • •• • ALT. WALL MOUNTS n SECTION D —D ANCHORS A,B,D OR E 18" O.C. ••■• • •••• 2 X3X 1/8" OR 2 X 4 X 1/5" • • • • ALUM ANGLE AS • • REOD. AT BUILT -OUT CONDITIONS 3/16' POP RIVETS OR 1/4' X 3/4" TEKS @ 18' O.C. END CONDITION AT BUILT —OUT (2) 3/8" 0 PLASTIC THUMB SCREWS 30' APART ® MIDSPAN (THUMB SCREW MAY BE INSTALLED INSIDE OR OUTSIDE) 1 X 1 X 1/16' OR ALUM 1 (TYP) FOR END CONDITION ® BUILT -OUT SEE DETAIL LEFT 3/16' POP RIVETS OR 1/4" X 3/4" TEKS 0 18" O.C. LEVERS (INSIDE OR OUTSIDE FOR MIN. SEPARATION SEE CHART ON SHT. 1 1 10 X 3/4" TEKS 0 12" 0.C. 1 -1/2" x 2 x 1/8' FIXED CORNER DETAIL ALUM ANGLE TOP & BOTTOM ' SUDS LOCK MECHANISM LOCK HANDLE CAN I (2 PER UNIT). SECURE BE INSTALLED LOCK MECHANISM Km INSIDE OR OUTSIDE 1/4-20 DRILLED & TAPPED & IS OPTIONAL THUMB SCREW. SECTION E—E ALTERNATE SUDE LOCK ALT LOCKING SLATS MIN. SEPARATION SEE SHT. 1 LOCK HANDLE CAN BE INSTALLED INSIDE OR OUTSIDE r, SECTION E —E 2 "x2 "x 1/8" TUBE 6063 -T5 # 14 X 3/4" TEKS OR 3/16 POP RIVETS 2 /ANGLE -LOCK CATCH CHANNEL SECURED TO HOUSING WITH 2 18 SMS 1/4' 0 TAPCONS 2/ ANGLE i lIVER S OR THUMB SCREWS CAN BE INSTALLED INSIDE OR OUTSIDE 1/2' SQUARE ALUM RODS 30" LONG WITH PLASTIC TIP PROTRUDING THRU HEADER & SILL - 1/4 -20 MACHINE SCREW & LOCK NUT 6' 0.C. STARTING 1' OFF ENDS (TYP AT HEAD & SILL) 6.026 1/4" X 1 3/4" TAPCON BY ITW RAMSET RED HEAD (SEE SILL FOR SPACING REQUIREMENTS.) 2" MAX. 1/2" PRODUCT REVISED as comp3 with the MIME Bolding Code A .S rl� {rY1 >eA1s —' � X-AP ::62Pr #$ «8 ' O� Wilooli FAO. Ti 12 Divi k:G1 GLASS 1/2" 2" MAX. 1/4" X 3/4" TEKS OR 3/16" POP RIVETS _ ® 18 0.C. 7 • SLAT DIRECTION SHOWN MAY BE MERRORED TO OPPOSITE DIRECTION PROVIDING GLASS SEPERATION IS MET. Ed . ---� MIN. 3000 PSI CONCRETE .o T 1 1/4" MAX. 1 W Vf 1 1/4" MAX. 1 1 MIN. 3000 PSI E _ 4 CONCRETE SECTION F —F SEE SECTIONS B — FOR DETAIL NOT SHOWN. ANCHORS .. A,B,DORE 0 18" 0.C. PLOT: 1 -1 .4: M SHEET NO. 3 OF 5 a/eacm BY W.W.S. DATE 0 /O3 /O2 DRAWING NO. REV. 1173 B a zto wn I LL :f 00 (n Z Za • w 3 • •• • • a •• • • • • •• • •• • • -TRIM FLANGE FROM ADAPTER EA. SIDE 3/16" ALUM POP RIVETS 0 10" 0.C. BOTH SIDES 3/4" 2 MAX. SEE STANDARD COUNTER TOP CONDITION FOR CONNECTION OF ANGLE TO WALL COUNTER TOP CONDITION WITH ALTERNATE BOTTOM TRACK ADAPTER WITHOUT FLANGES (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. MAX WIND LOAD = 70 PSF • • • 1 . 1 • •s • • • • • •• • • : .: sob, N 2 x 3 x 1/8" 2 x 4 x 1/8" 2 x 5 x 1/8 ALUMINUM ANGLES — 1/4" THRU BOLT W/ WASHER & NUT ® 5` 0.C. 3/16" ALUM POP RIVETS 0 10" O.C. BOTH SIDES • !/4" THRU TV/ 0.W.5HER & 1=1" O.C. • EACM SIDE STAGGERED. •••• SEE STANDARD COUNTER TOP CONDITION FOR CONNECTION OF ANGLE TO WALL. COUNTER TOP CONDITION WITH ALTERNATE BOTTOM TRACK ADAPTER WITH FLANGES (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. MAX WIND LOAD = 70 PSF 2" MAX. �3 x 5 x 1/8" OR LARGER ALUMINUM ANGLES OR BENT PLATE (3' LEG AT WALL) EXISTING WOOD TRUSSES 0 24" 0.C. MIN. 2x4 MEMBERS MIN. S.C. = 0.51 2' X 4' X 1/8 ALUM ANGLE, 2" X 5 X 1/8' ALUM ANGLE, 1/4" X 4' ALUM BAR, 1 X 4" X 1/8" ALUM TUBE, OR 7/8 X 4' X 1/8" EXTRUDED ALUMINUM TUBE TO SPAN TRUSSES & SUPPORT TRACK. ANGLE SHOWN; OTHER MEMBERS SPECIFIED ARE INSTALLED THE SAME 3/4" 2 MAX. (3) # 14 S.M.S. 0 EACH RAFTER 2" MIN. PENETRATION 3 MIN 1/4" PLYWOOD EXISTING SOFFIT # 14 TEKS ® 6' O.C. HEADER CONNECTION TO WOOD TRUSSES FOR SHUTTER HEIGHT OF 108 ", MAX. DESIGN LOAD = 65 PSF FOR SHUTTER HEIGHT OF 96 ° , MAX. DESIGN LOAD = 73 PSF EQ. EQ. 3/4" 2 x 3 x 1/8" 2 x 4 x 1/8" 2 x 5 x 1/8" ALUM. ANGLES 1 -1/4" 1 -3/4" MIN. 3/16" POP RIVETS ALUMINUM 0 10 O.C. BOTH SIDES 1/4" THRU BOLT W/ WASHER & NUT @ 5" 0.C. STANDARD COUNTER TOP CONDmON (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. MAX WIND LOAD = 70 PSF PLASTIC (POLYCARBONATE) Z-CUP EACH SIDE OF WINDOW SHUTTER SLAT N 1.5" 0.06" THICK LE--/VT-T"-CAN POLYCARBONATE VIEWING WINDOW SLAT WINDOW DETAIL, (SMALL MISSILE IMPACT) TO BE USED ONLY WITH SHUTTERS THAT ARE POSITIONED MIN. 30 FT. ABOVE ESTABLISHED GRADE. 2 WINDOWS MAY BE IN ONE SLAT SPACED MIN. 24" APART (MAX. EVERY 10 SLATS) PLASTIC ( POLYCARBONATE) SNAP -IN END CUP r 3 ROWS OF 1/4' DIA. HOLES EACH SPACED 3/8" APART IN BOTH DIRECTIONS SLAT WINDOW DETAIL. (LARGE MISSILE IMPACT) (APPLICABLE AT ALL ELEVATIONS) 2 WINDOWS MAY BE IN ONE SLAT SPACED MIN. 24" APART (MAX. EVERY 10 SLATS) 000 O 0 0 0 0 0 O 0 0 0 0 00 0 0 2 X 6" CONT. W/ (3) 1/4" 0 X 5" LAG SCREWS 0 EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD r T TER N \_ # 14 TEKS ® 6" 0.C. FASTENERS SEE SCHEDULES ON SHEET 2 & 3 FASTENERS AS PER 5CH. ON SHT. 2 & 3 W/ 1 1/2" MIN. PENETRATION TO EXISTING WOOD HEADER — i " X 3 -3/4" X 1/8" CONT. ALUM TUBE W/ (3) 1/4" 0 X 4" LAG SCREWS 0 EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD INSTALLATION DETAIL ON EXISTING WOOD BUCKS sw.E : 1/4" -i" FOR SHUTTER HEIGHT OF 108' MAX. DESIGN LOAD = 46 PSF FOR SHUTTER HEIGHT OF 96" MAX. DESIGN LOAD = 51 PSF FOR HEADER /SILL DETAILS CONNECTED TO CONTINUOUS WOOD MEMBERS SEE SHEETS 2 & 3. PRODUCT REVISED 2 X 3 X 1/8 2 X 4 X 1/8 2 X 5 X 1/8' ALUM ANGLE 14 X 3/4 TEKS ® 5" 0.C. DRAM er: 04EcXEO 9Y: W.W.S. w.ws. PLOT. DATE: 1 -1 10/03/02 z O v 1= cc w U DRAWING NO. 1173 SHEET NO. 4 OF 0 ten n 0 N Z w 1 REV. B 5 I1 ANCHOR SPACING INCHES AN CH ANCHOR TYPE UPTO 50 PSF UPTO 70 PSF CONC II�3 • • ► QTSl1Se.N.4 WOOD A 12 4 - 9 3 - e 5 • ommi_ - • •• • • a •• • • • • •• • •• • • -TRIM FLANGE FROM ADAPTER EA. SIDE 3/16" ALUM POP RIVETS 0 10" 0.C. BOTH SIDES 3/4" 2 MAX. SEE STANDARD COUNTER TOP CONDITION FOR CONNECTION OF ANGLE TO WALL COUNTER TOP CONDITION WITH ALTERNATE BOTTOM TRACK ADAPTER WITHOUT FLANGES (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. MAX WIND LOAD = 70 PSF • • • 1 . 1 • •s • • • • • •• • • : .: sob, N 2 x 3 x 1/8" 2 x 4 x 1/8" 2 x 5 x 1/8 ALUMINUM ANGLES — 1/4" THRU BOLT W/ WASHER & NUT ® 5` 0.C. 3/16" ALUM POP RIVETS 0 10" O.C. BOTH SIDES • !/4" THRU TV/ 0.W.5HER & 1=1" O.C. • EACM SIDE STAGGERED. •••• SEE STANDARD COUNTER TOP CONDITION FOR CONNECTION OF ANGLE TO WALL. COUNTER TOP CONDITION WITH ALTERNATE BOTTOM TRACK ADAPTER WITH FLANGES (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. MAX WIND LOAD = 70 PSF 2" MAX. �3 x 5 x 1/8" OR LARGER ALUMINUM ANGLES OR BENT PLATE (3' LEG AT WALL) EXISTING WOOD TRUSSES 0 24" 0.C. MIN. 2x4 MEMBERS MIN. S.C. = 0.51 2' X 4' X 1/8 ALUM ANGLE, 2" X 5 X 1/8' ALUM ANGLE, 1/4" X 4' ALUM BAR, 1 X 4" X 1/8" ALUM TUBE, OR 7/8 X 4' X 1/8" EXTRUDED ALUMINUM TUBE TO SPAN TRUSSES & SUPPORT TRACK. ANGLE SHOWN; OTHER MEMBERS SPECIFIED ARE INSTALLED THE SAME 3/4" 2 MAX. (3) # 14 S.M.S. 0 EACH RAFTER 2" MIN. PENETRATION 3 MIN 1/4" PLYWOOD EXISTING SOFFIT # 14 TEKS ® 6' O.C. HEADER CONNECTION TO WOOD TRUSSES FOR SHUTTER HEIGHT OF 108 ", MAX. DESIGN LOAD = 65 PSF FOR SHUTTER HEIGHT OF 96 ° , MAX. DESIGN LOAD = 73 PSF EQ. EQ. 3/4" 2 x 3 x 1/8" 2 x 4 x 1/8" 2 x 5 x 1/8" ALUM. ANGLES 1 -1/4" 1 -3/4" MIN. 3/16" POP RIVETS ALUMINUM 0 10 O.C. BOTH SIDES 1/4" THRU BOLT W/ WASHER & NUT @ 5" 0.C. STANDARD COUNTER TOP CONDmON (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. MAX WIND LOAD = 70 PSF PLASTIC (POLYCARBONATE) Z-CUP EACH SIDE OF WINDOW SHUTTER SLAT N 1.5" 0.06" THICK LE--/VT-T"-CAN POLYCARBONATE VIEWING WINDOW SLAT WINDOW DETAIL, (SMALL MISSILE IMPACT) TO BE USED ONLY WITH SHUTTERS THAT ARE POSITIONED MIN. 30 FT. ABOVE ESTABLISHED GRADE. 2 WINDOWS MAY BE IN ONE SLAT SPACED MIN. 24" APART (MAX. EVERY 10 SLATS) PLASTIC ( POLYCARBONATE) SNAP -IN END CUP r 3 ROWS OF 1/4' DIA. HOLES EACH SPACED 3/8" APART IN BOTH DIRECTIONS SLAT WINDOW DETAIL. (LARGE MISSILE IMPACT) (APPLICABLE AT ALL ELEVATIONS) 2 WINDOWS MAY BE IN ONE SLAT SPACED MIN. 24" APART (MAX. EVERY 10 SLATS) 000 O 0 0 0 0 0 O 0 0 0 0 00 0 0 2 X 6" CONT. W/ (3) 1/4" 0 X 5" LAG SCREWS 0 EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD r T TER N \_ # 14 TEKS ® 6" 0.C. FASTENERS SEE SCHEDULES ON SHEET 2 & 3 FASTENERS AS PER 5CH. ON SHT. 2 & 3 W/ 1 1/2" MIN. PENETRATION TO EXISTING WOOD HEADER — i " X 3 -3/4" X 1/8" CONT. ALUM TUBE W/ (3) 1/4" 0 X 4" LAG SCREWS 0 EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD INSTALLATION DETAIL ON EXISTING WOOD BUCKS sw.E : 1/4" -i" FOR SHUTTER HEIGHT OF 108' MAX. DESIGN LOAD = 46 PSF FOR SHUTTER HEIGHT OF 96" MAX. DESIGN LOAD = 51 PSF FOR HEADER /SILL DETAILS CONNECTED TO CONTINUOUS WOOD MEMBERS SEE SHEETS 2 & 3. PRODUCT REVISED 2 X 3 X 1/8 2 X 4 X 1/8 2 X 5 X 1/8' ALUM ANGLE 14 X 3/4 TEKS ® 5" 0.C. DRAM er: 04EcXEO 9Y: W.W.S. w.ws. PLOT. DATE: 1 -1 10/03/02 z O v 1= cc w U DRAWING NO. 1173 SHEET NO. 4 OF 0 ten n 0 N Z w 1 REV. B 5 I1 • ••••lASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DIST. 12d=3" ANCHOR CHART 5 8d =2" 6d= 1 - 1/2" 5d= 1 -1/4" FACTOR 1.00 0.86 0.71 0.57 0.50 EXAMPLE: FOR 3 EDGE DIST. SPACING = 12" 0.C. (FROM CHART) FOR 2" EDGE DIST. SPACING = 12 X .71 = 8.5 O.C. ilk ..NIMI r' ACE MEI ►101 ®21\ i•if __.�. alkiiel 40 • ••••lASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DIST. 12d=3" 10d=2- 1/2" 8d =2" 6d= 1 - 1/2" 5d= 1 -1/4" FACTOR 1.00 0.86 0.71 0.57 0.50 EXAMPLE: FOR 3 EDGE DIST. SPACING = 12" 0.C. (FROM CHART) FOR 2" EDGE DIST. SPACING = 12 X .71 = 8.5 O.C. " 0 D D 1, r MEMO/ACE 111 11 ling g ..' , MEMOS 5n 70 9n 10 130 15 ` • ANCHOR CHART 1 of o= t0 - o. a - O D -- 0 7 - 0 D t - \ 3° ANCH DR SPACE D ~' 50 70 90 110 130 151 ANCHOR CHART 8 J LI IU ■ iii voleadia ,,,-I ` .. MMMINEMM „�`.. LIII --`�' ISMISLI - .�� 1��M►_ X Sn 70 90 110 13 15 ANCHOR CHART 6 ,■- ®�� . IR MI IMEMUI MI 0 N --. II RI IMO El MEII M. .. .. '.'. . .I` _� 8� MEI 24 21 WI! "111111111111 °) 70 in . . 110 . 130 ... 15 0 • • • • • • • • • • • • Lj In 0_ 0 J z 0 0 N 0 CO CO LL 0 0 J W 0 • • HEn ••• • Q t0 •.• • • •• •.; • 50 • SLAT SPAN (INCHES) • 70 Q(t 1 0 •:'• SLAT • SI'A11(INCHES) •••• • •• • • • •••• • • • 130 TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR IS REQUIRED • 150 0_ 0 0 N J z o 0 W 0 co O O to 0 0 0 tc L N 0 0 J Z 0 0 W 0 0 to 0 0 0 0 N 0 CO 0 t0 3 ANC 6" R SPACE ANCHOR CHART 2 50 70 90 1 0 130 SLAT SPAN (INCHES) 0 IL d- 0_ 0 0 J 0 O N O 0 O 0 tO 0 0 0 to 0 t0 O 0 N CO O 0 0 0 0 0 (0 0 50 SLAT Si AN (INCHES) TYPICAL, ANCHORS ANCHOR AO = 1/4" TAPCON (BY ITW RAMSET /RED HEAD): 1 -3/4" EMBEDMENT TO 3000 PSI MIN. CONCRETE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR © = #14 S.M.S. W/ RAWL SCRU -LEAD INTO MIN. 3000 PSI CONCRETE: 1 -1/2" EMBEDMENT. ANCHOR 0D = 1/4" RAWL CALK -IN: TOTAL ANCHOR BODY INTO BLOCK OR MIN. 3000 PSI CONCRETE. ANCHOR QE = #14 S.M.S. /LAG SCREWS INTO WOOD (S.G. = 0.47): 1-1/2" MIN. PENETRATION. 3° ANCH ANCHOR CHART 3 DR SPACE 150 50 70 90 1 0 130 SLAT SPAN (INCHES) 150 ANCHOR CHART 7 0 •0 1 0 130 150 SLAT • 'AN (INCHES) 0 V) W 0 tc 0 O J 0 W 0 • 0 • USE CHARTS 1 THRU 8 TO VERIFY ANCHOR REQUIREMENTS AND STRESS UMITATIONS OF LOAD /SPAN COMBINATIONS FOR HEADER AND SILL. NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) SLAT SPAN (INCHES) SIAT SPAN (INCHES) PRODUCT REii:: .: £G i.' -`.a :�.? fi':: '' ='�Y a : i:' 1 •.}•:. &I :it 3 0 11 BY Mims@ rf`:rf rodect 81 Eitvision 0 DRAWN BY: w.ws. PLOT: r an d z 8 CHECKED Br: 'NS DATE. 1D /03/02 SHEET NO. 5 OF 5 n 0 01 Z a a R—' N _n Lai I a ,. W Q un 1 Z— U . 0. • a e 'D u_1 WJ ~o D a < z g 1^ U 8 2 m 1 (1 Z J 4 v, 1 m Z z 0 83 a DRAWING NO. REV. 1173 IB, ANCHOR CHART 4 0 ` • ANCHOR CHART 1 of o= t0 - o. a - O D -- 0 7 - 0 D t - \ 3° ANCH DR SPACE D ~' 50 70 90 110 130 151 ANCHOR CHART 8 J LI IU ■ iii voleadia ,,,-I ` .. MMMINEMM „�`.. LIII --`�' ISMISLI - .�� 1��M►_ X Sn 70 90 110 13 15 ANCHOR CHART 6 ,■- ®�� . IR MI IMEMUI MI 0 N --. II RI IMO El MEII M. .. .. '.'. . .I` _� 8� MEI 24 21 WI! "111111111111 °) 70 in . . 110 . 130 ... 15 0 • • • • • • • • • • • • Lj In 0_ 0 J z 0 0 N 0 CO CO LL 0 0 J W 0 • • HEn ••• • Q t0 •.• • • •• •.; • 50 • SLAT SPAN (INCHES) • 70 Q(t 1 0 •:'• SLAT • SI'A11(INCHES) •••• • •• • • • •••• • • • 130 TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR IS REQUIRED • 150 0_ 0 0 N J z o 0 W 0 co O O to 0 0 0 tc L N 0 0 J Z 0 0 W 0 0 to 0 0 0 0 N 0 CO 0 t0 3 ANC 6" R SPACE ANCHOR CHART 2 50 70 90 1 0 130 SLAT SPAN (INCHES) 0 IL d- 0_ 0 0 J 0 O N O 0 O 0 tO 0 0 0 to 0 t0 O 0 N CO O 0 0 0 0 0 (0 0 50 SLAT Si AN (INCHES) TYPICAL, ANCHORS ANCHOR AO = 1/4" TAPCON (BY ITW RAMSET /RED HEAD): 1 -3/4" EMBEDMENT TO 3000 PSI MIN. CONCRETE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR © = #14 S.M.S. W/ RAWL SCRU -LEAD INTO MIN. 3000 PSI CONCRETE: 1 -1/2" EMBEDMENT. ANCHOR 0D = 1/4" RAWL CALK -IN: TOTAL ANCHOR BODY INTO BLOCK OR MIN. 3000 PSI CONCRETE. ANCHOR QE = #14 S.M.S. /LAG SCREWS INTO WOOD (S.G. = 0.47): 1-1/2" MIN. PENETRATION. 3° ANCH ANCHOR CHART 3 DR SPACE 150 50 70 90 1 0 130 SLAT SPAN (INCHES) 150 ANCHOR CHART 7 0 •0 1 0 130 150 SLAT • 'AN (INCHES) 0 V) W 0 tc 0 O J 0 W 0 • 0 • USE CHARTS 1 THRU 8 TO VERIFY ANCHOR REQUIREMENTS AND STRESS UMITATIONS OF LOAD /SPAN COMBINATIONS FOR HEADER AND SILL. NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) SLAT SPAN (INCHES) SIAT SPAN (INCHES) PRODUCT REii:: .: £G i.' -`.a :�.? fi':: '' ='�Y a : i:' 1 •.}•:. &I :it 3 0 11 BY Mims@ rf`:rf rodect 81 Eitvision 0 DRAWN BY: w.ws. PLOT: r an d z 8 CHECKED Br: 'NS DATE. 1D /03/02 SHEET NO. 5 OF 5 n 0 01 Z a a R—' N _n Lai I a ,. W Q un 1 Z— U . 0. • a e 'D u_1 WJ ~o D a < z g 1^ U 8 2 m 1 (1 Z J 4 v, 1 m Z z 0 83 a DRAWING NO. REV. 1173 IB, ANCHOR CHART 8 J LI IU ■ iii voleadia ,,,-I ` .. MMMINEMM „�`.. LIII --`�' ISMISLI - .�� 1��M►_ X Sn 70 90 110 13 15 ANCHOR CHART 6 ,■- ®�� . IR MI IMEMUI MI 0 N --. II RI IMO El MEII M. .. .. '.'. . .I` _� 8� MEI 24 21 WI! "111111111111 °) 70 in . . 110 . 130 ... 15 0 • • • • • • • • • • • • Lj In 0_ 0 J z 0 0 N 0 CO CO LL 0 0 J W 0 • • HEn ••• • Q t0 •.• • • •• •.; • 50 • SLAT SPAN (INCHES) • 70 Q(t 1 0 •:'• SLAT • SI'A11(INCHES) •••• • •• • • • •••• • • • 130 TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR IS REQUIRED • 150 0_ 0 0 N J z o 0 W 0 co O O to 0 0 0 tc L N 0 0 J Z 0 0 W 0 0 to 0 0 0 0 N 0 CO 0 t0 3 ANC 6" R SPACE ANCHOR CHART 2 50 70 90 1 0 130 SLAT SPAN (INCHES) 0 IL d- 0_ 0 0 J 0 O N O 0 O 0 tO 0 0 0 to 0 t0 O 0 N CO O 0 0 0 0 0 (0 0 50 SLAT Si AN (INCHES) TYPICAL, ANCHORS ANCHOR AO = 1/4" TAPCON (BY ITW RAMSET /RED HEAD): 1 -3/4" EMBEDMENT TO 3000 PSI MIN. CONCRETE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR © = #14 S.M.S. W/ RAWL SCRU -LEAD INTO MIN. 3000 PSI CONCRETE: 1 -1/2" EMBEDMENT. ANCHOR 0D = 1/4" RAWL CALK -IN: TOTAL ANCHOR BODY INTO BLOCK OR MIN. 3000 PSI CONCRETE. ANCHOR QE = #14 S.M.S. /LAG SCREWS INTO WOOD (S.G. = 0.47): 1-1/2" MIN. PENETRATION. 3° ANCH ANCHOR CHART 3 DR SPACE 150 50 70 90 1 0 130 SLAT SPAN (INCHES) 150 ANCHOR CHART 7 0 •0 1 0 130 150 SLAT • 'AN (INCHES) 0 V) W 0 tc 0 O J 0 W 0 • 0 • USE CHARTS 1 THRU 8 TO VERIFY ANCHOR REQUIREMENTS AND STRESS UMITATIONS OF LOAD /SPAN COMBINATIONS FOR HEADER AND SILL. NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) SLAT SPAN (INCHES) SIAT SPAN (INCHES) PRODUCT REii:: .: £G i.' -`.a :�.? fi':: '' ='�Y a : i:' 1 •.}•:. &I :it 3 0 11 BY Mims@ rf`:rf rodect 81 Eitvision 0 DRAWN BY: w.ws. PLOT: r an d z 8 CHECKED Br: 'NS DATE. 1D /03/02 SHEET NO. 5 OF 5 n 0 01 Z a a R—' N _n Lai I a ,. W Q un 1 Z— U . 0. • a e 'D u_1 WJ ~o D a < z g 1^ U 8 2 m 1 (1 Z J 4 v, 1 m Z z 0 83 a DRAWING NO. REV. 1173 IB, ANCHOR CHART 6 ,■- ®�� . IR MI IMEMUI MI 0 N --. II RI IMO El MEII M. .. .. '.'. . .I` _� 8� MEI 24 21 WI! "111111111111 °) 70 in . . 110 . 130 ... 15 0 • • • • • • • • • • • • Lj In 0_ 0 J z 0 0 N 0 CO CO LL 0 0 J W 0 • • HEn ••• • Q t0 •.• • • •• •.; • 50 • SLAT SPAN (INCHES) • 70 Q(t 1 0 •:'• SLAT • SI'A11(INCHES) •••• • •• • • • •••• • • • 130 TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR IS REQUIRED • 150 0_ 0 0 N J z o 0 W 0 co O O to 0 0 0 tc L N 0 0 J Z 0 0 W 0 0 to 0 0 0 0 N 0 CO 0 t0 3 ANC 6" R SPACE ANCHOR CHART 2 50 70 90 1 0 130 SLAT SPAN (INCHES) 0 IL d- 0_ 0 0 J 0 O N O 0 O 0 tO 0 0 0 to 0 t0 O 0 N CO O 0 0 0 0 0 (0 0 50 SLAT Si AN (INCHES) TYPICAL, ANCHORS ANCHOR AO = 1/4" TAPCON (BY ITW RAMSET /RED HEAD): 1 -3/4" EMBEDMENT TO 3000 PSI MIN. CONCRETE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR © = #14 S.M.S. W/ RAWL SCRU -LEAD INTO MIN. 3000 PSI CONCRETE: 1 -1/2" EMBEDMENT. ANCHOR 0D = 1/4" RAWL CALK -IN: TOTAL ANCHOR BODY INTO BLOCK OR MIN. 3000 PSI CONCRETE. ANCHOR QE = #14 S.M.S. /LAG SCREWS INTO WOOD (S.G. = 0.47): 1-1/2" MIN. PENETRATION. 3° ANCH ANCHOR CHART 3 DR SPACE 150 50 70 90 1 0 130 SLAT SPAN (INCHES) 150 ANCHOR CHART 7 0 •0 1 0 130 150 SLAT • 'AN (INCHES) 0 V) W 0 tc 0 O J 0 W 0 • 0 • USE CHARTS 1 THRU 8 TO VERIFY ANCHOR REQUIREMENTS AND STRESS UMITATIONS OF LOAD /SPAN COMBINATIONS FOR HEADER AND SILL. NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) SLAT SPAN (INCHES) SIAT SPAN (INCHES) PRODUCT REii:: .: £G i.' -`.a :�.? fi':: '' ='�Y a : i:' 1 •.}•:. &I :it 3 0 11 BY Mims@ rf`:rf rodect 81 Eitvision 0 DRAWN BY: w.ws. PLOT: r an d z 8 CHECKED Br: 'NS DATE. 1D /03/02 SHEET NO. 5 OF 5 n 0 01 Z a a R—' N _n Lai I a ,. W Q un 1 Z— U . 0. • a e 'D u_1 WJ ~o D a < z g 1^ U 8 2 m 1 (1 Z J 4 v, 1 m Z z 0 83 a DRAWING NO. REV. 1173 IB, 0 • • • • • • • • • • • • Lj In 0_ 0 J z 0 0 N 0 CO CO LL 0 0 J W 0 • • HEn ••• • Q t0 •.• • • •• •.; • 50 • SLAT SPAN (INCHES) • 70 Q(t 1 0 •:'• SLAT • SI'A11(INCHES) •••• • •• • • • •••• • • • 130 TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR IS REQUIRED • 150 0_ 0 0 N J z o 0 W 0 co O O to 0 0 0 tc L N 0 0 J Z 0 0 W 0 0 to 0 0 0 0 N 0 CO 0 t0 3 ANC 6" R SPACE ANCHOR CHART 2 50 70 90 1 0 130 SLAT SPAN (INCHES) 0 IL d- 0_ 0 0 J 0 O N O 0 O 0 tO 0 0 0 to 0 t0 O 0 0 N CO 0 (0 O 50 SLAT Si AN (INCHES) TYPICAL, ANCHORS ANCHOR AO = 1/4" TAPCON (BY ITW RAMSET /RED HEAD): 1 -3/4" EMBEDMENT TO 3000 PSI MIN. CONCRETE 1 -1/4' EMBEDMENT TO BLOCK ANCHOR © = #14 S.M.S. W/ RAWL SCRU -LEAD INTO MIN. 3000 PSI CONCRETE: 1 -1/2" EMBEDMENT. ANCHOR 0D = 1/4" RAWL CALK -IN: TOTAL ANCHOR BODY INTO BLOCK OR MIN. 3000 PSI CONCRETE. ANCHOR QE = #14 S.M.S. /LAG SCREWS INTO WOOD (S.G. = 0.47): 1-1/2" MIN. PENETRATION. 3° ANCH ANCHOR CHART 3 DR SPACE 150 50 70 90 1 0 130 SLAT SPAN (INCHES) 150 ANCHOR CHART 7 0 •0 1 0 130 150 SLAT • 'AN (INCHES) 0 V) W 0 tc 0 O J 0 W 0 • 0 • USE CHARTS 1 THRU 8 TO VERIFY ANCHOR REQUIREMENTS AND STRESS UMITATIONS OF LOAD /SPAN COMBINATIONS FOR HEADER AND SILL. NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) SLAT SPAN (INCHES) SIAT SPAN (INCHES) PRODUCT REii:: .: £G i.' -`.a :�.? fi':: '' ='�Y a : i:' 1 •.}•:. &I :it 3 0 11 BY Mims@ rf`:rf rodect 81 Eitvision 0 DRAWN BY: w.ws. PLOT: r an d z 8 CHECKED Br: 'NS DATE. 1D /03/02 SHEET NO. 5 OF 5 n 0 01 Z a a R—' N _n Lai I a ,. W Q un 1 Z— U . 0. • a e 'D u_1 WJ ~o D a < z g 1^ U 8 2 m 1 (1 Z J 4 v, 1 m Z z 0 83 a DRAWING NO. REV. 1173 IB, INSTALLATION OF 13 FOLDING SHUTTERS JUN 2 6 MR (0( Inspector Passed Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/25/2007 Inspector: Grande, Claudio Owner: WHITFIELD, PAUL Job Address: 750 97 Street NE Project: <NONE> Miami Shores Village, FL Contractor: FOLDING SHUTTERS CORP Building Department Comments Friday, June 22, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 et. Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060142220 Lot: Phone: (561)683 -4811 Page 1 of 2 Jun. 11. 2007 3:42PM FOLDING SHUTTER CORPORATION / This Insttum.nt prepored.by. Name Address Permit # g4 t ::.. Folio it /I • .. L? 0IJ•4RC NOTICE O COMMENCEMENT Sb.tiof Florida - county of Onward The undersigned b refry Owes 1104C.• that Imptevamsot wW bo trade t c rt�eln real propong.andin p aocordanoe wlth Chopbr ford& Steatite. the ldbvilrng lnfor in ttds-meleeof 'Crt IJ %afnonsen • 1. perlpiton of property:.. .. . . ( V as 2. General dsadiiplat of innpbve<mant - 3. e. Awner name and sddrsaa: . b. Interiat In property: • e. . Norms and address of simple • titleholder (11 other than Owner): 4.a. Contractor name and address: b. Contrae0era phone numb or; S.a. Surety nems'and , . b: 8urrty'a phone number, • - ' - - - - w Amount of bond: • • B. a. Lender narre.erddt .ddrd : wake b. Lenders phone number: • 7. M.Peraorw within:tlte Srats of Florida designated by Owaar upon whore notice orothar documents may bi swedes provided by Section 712.13(1Xap., Florida _Stmmrbs.: , Name: /address: . -- b. Phone number: . .. 8. a. In addition to himself of Imstaaft, Owner designates. 1°d/ • , - • s mltltrs llsrtors Mega preceded 1n Seclon713.13(1)(b).Flomida Stains. b. Phone number of person or entity dasignstdtd by owner • " 'XsWI? ' , 9. .E xpiration dote of nellci of comtt»ncernent (sxphs 1 year Min des of racordi f0 aril , : an, to b To AND SUBSCRIekoblict r. ms this .t day o1' by I ll�fff Ilfli !II ;11111 n9�ff ft: =� ��111 N!f 1111 CFI 21 4- 3 OR Pk 25531 P9 15 ?4i ifes) RECORDED 04113f2007 09;55259 HARVEY •RUVIlia CLERK OF COURT MIAMI - •DADE COUNTYv FLORIDA LAKT PAGE Thin apace r.s vad tor Record flg O}Aei U. of 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 256.8972 BUILDING FBC 2004 044_ Permit Type (circle): : uilding Electrical Plumbing Mechanical Roofing PERMIT APPLICATION Owner's Name (Fee Simple - o der) I � �- I Phone # 31)3 " 1"3! - 6 3Z q Owner's Address 156 �r E q I ✓ City ji)i41M1 3W State Fi Zip 33)35 Tenant/Lessee Name Job Address (where the work is being done) 341 e6 City Miami Shores Villa e County Miami -Dade Zip FOLIO / PARCEL # Miami Shores Village Building Department Is Building Historically Designated YES NO / Contractor's Company Name Contractor's Address City wg Tau ° U. Qualifier Name C t> `T' State FL COrP Phone # J4(" - 1411 State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Describe Work: 1A IO Type of Work: ['Addition ['Alteration w ❑ Repair/Replace ❑ Demolition ***************************************F * * * * * * * * * * * *** ** F ees ************ * * * * * *** * * * * * * * ** * * *** * * * ** * * ** Master Permit No. Phone # Square / Linear Footage Of Work: Submittal Fee $ Permit Fee $ � CCF $ gy . (00 CO/CC Notary $ Training/Education Fee $ 2- 20 Technology Fee $ j. 0 ) , Scanning $ 12 - Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Structural Review. $ Total Fee Now Due $ 2.3 . 5 cC � See Reverse side -+ Double Fee $ FIZMIEVRll APR 1 Permit No. 'NO I ZC Zip '33+11 Phone # 536.6 su Bonding Company's Name (if applicable) Bonding Company's Address City , State Zip Mir ,entth liie (if a licable) Macaw Lender's *.ti 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: * * * * ** *err* **** ***** ****** * * *** ***ter ***** *** * * ** *** ter *** * *** *pct * *** * *** ** ** ** *art **, *** ***** * * * **** *** *** ** ** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION /SC 2001 Contractor's Company l� y Contractor' s � ��� / City ` r [I Qualifier c(91/ooced9/ Miami Shores Village Building Department (0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circl Building Electrical ' umbing Mechanical Roofing e � ^� I j � Owner's Name (Fee Simple Titl de [t ' � r) ' °- l ti Phone # ` 75)' (0 Owner's Address - 7 5 O C-- • 1 `' l Cit 1 State S t— Tenant/l.essee Name Phone # Job Address (where the work is being done) n, V "1 City Miami Shores Village County Miami -Dade Ys Buildin g Historically Designated YES NO Radon $ • Permit No.VA Master Permit No. Zip 1MCMEWR APR 1 3_�O BY � `Lf Ji ph on e 6,415- Architect/Engineer's Name (if applicable) Phone 0 $ Value o f Work For this Permit l C Square Footage Of Work: \ o , ` r Zip ****************************Fees****************************** Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning; $ Bond $ Type of Work: II Addition • anon 1.• ew = ; - .air • , ❑Demolition Describe Wo .,L� / � // Ci r .� Code Enforcement $ Structural Plan Review. $ Total Fey: Now Due $ (Continued on opposite side) 006 9/- /2/ 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 Applicaticn is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has conunenaxd 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 scoured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 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 muss promise i,i 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 fist inspection which occurs seven (7) days O'er the building permit is issued In the absence of such posted notice, the inspections will not be >p %roved and reinspectio r = , 11 be charged .0)■ NOT Sign' Print: State Certificate or Regi strati Chc lOn4/U3 take an oath. Signature Contractor The foreg ' ng instrument was acknowledged before me 's th» / � JT7 SILT NOTARY PUBLI ;+; Sign: .16 'Print. ' 49 My Commission ires: My Conunission Expires; a �v/ `, ?2 6 17 Y P * * * * * *sr * * * * * * * * * * * * * * *** * ** * * *, ** waver * * * * * * * * *vri4YFiY�tA 61 * * * * *or * * * * * * * * * * * * * * * * * * ** (Certificate of Comp Holder) Certificate of Competency No. ******* ar***** * * * * ** * * * * * ** * **** ** ** ** ** ***** rise***** s** s* ses********* * * * * * * * * * * ** * ** *** * * * *****ve *e APPLICATION APPROVED BY: Plans Examiner Engineer Zoning 04/16/2007 16:35 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES II002 Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 Miami Shores Village Building Department Permit No. Job Name 4) Date BUILDING CRITIQUE SHEET -- P.4... . s 14.(4,,er.0 a,t 9,t,fr Agi- n 14030 N. &2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 04/16/2007 16:35 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES R001 • DATE: APR 1 6 2007 TO:ClAnS FAX I -.CEO • ZS FROM: VIVIAN CUBILLOS FAX (305) 756 -8972 Number of pages including cover: Importance: normaN__ ; urgent please reply _ ; review _ ; recycle MESSAGE: sa sva&ife 10050 NE 2� Ave Miami Shores, Fl 33138 Phone 305.795.2204; Fax 305-756-8972 www.miamishoresvillage.com FAX TRANSMITTAL COVER SHEET &asonc ui 4 01-12,0 GOGLS firNer4e.d . (150 NiE 9 u Regards, VIVIAN CUBILLOS Bldg Dept Permit Clerk 04/16/2007 16:35 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES R1 0 01 TRANSMISSION OK * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TX /RX NO 0197 RECIPIENT ADDRESS 561 640 8204 DESTINATION ID ST. TIME 04/16 16:34 TIME USE 00'31 PAGES SENT 2 RESULT OK DATE: APR 1 6 200/ MESSAGE: Mould Siotte4Vitia9e 10050 NE 2 ^d Ave Miami Shores, Fl 33138 Phone 305. 795 -2204; Fax 305-756-8972 www.miamishoresvillage.com FAX TRANSMITTAL COVER SHEET TO:( FAX ) 440• FROM: VIVIAN CUBILLOS FAX 1305) 756 -8972 Number of pages including cover: Importance: normal ; urgent ; please reply _; review _; recycle cis 0 u0 c6 (V) gist) Regards, VIVIAN CUBILLOS Bldg Dept Permit Clerk CUSTOMER NAME i k'hilF,4 /d E % -�° s or<y lS \r\ \- tiA_ 750 NE gl rni 4th 33138 ` R 3 2007 FOLDING SHUTTEFiceitIneliGINpERINWLAYOUT SHEET SHEET OF 1® • ZAL ...... SGD . . . WOI K ORaE, Q. d? / /Vo30 tf BY: DATE: • • .• • • • • • • • • • 60115 /0 G, •• • • • • • • • •• • • • • • ••• • • • • • • • ••• • • • • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• • $GD •• x APPROVED BY ZONING DEPT BLDG DEPT c11 PERMIT #: EAJS ` 1 1U, Miami Shores VIII 3 DATE I Ft* L SUBJECT TO COMP WITH ° FEDERAL. STATE AND COUNTY RULES AND REGULATIONS :..: •:' TABLE 3.49'" WIND LOADS*FORyV t MZ,Ol$ENTS & CLADDING _ 90 F * (ROOF H GHTS ES log. FD 3- SECOND GUST WIND SPEED: '140 MPH TRIBI AREA: • • • • 10•SQ. FT. OR LESS 1MPORIANCS FP£TO• I : :1.00' MEAN ROOF EXPO , ROOF SLOPE 2 10° - • • • R•'eF SL +' < 0" • • • EXPOSURE ° C ° "0 F SLOPE a 10° ROOF SLOPE < 10° HEIGH (FT.) ZON 4& 5 • E 4 ZONE 5 ZONE 4,4 5 ZONE • 4 . ZONE 5 ZONE ,4 & ZONE 4 ZONE 5 ZONE 4& 5 ZONE 4 ZONE ' 5 9] 20 (+) 35.2 35.2 (- 38.2 38.2 - ' 47.2 47.2 • 4) • •32.2 • • ( • •3 .9 • 034.9 043.0 • •43e0 • (+ 42.80 • 45.8 ( -) 46.47 49.1 - 60:6 ( 39.2 41.5 ( ..) EMIIIIZEIN 44.9 (.) 55.3 25 352 38,2 472 322 34.9 43.0 47.3 51.3 63.3 43.3 46.9 57.7 30 35.2 38.2 472 32.2 34.9 43.0 49.3 53.5 66.0 45.1 48.9 60.2 35 36.7 .39.9 492 33.6 - 36.4 44.8 50.8 55.1 68.1 46.5 50.4 62.0 40 38.2 41.5 51.2 35.0 - 37.9 46.7 52.3 56.8 70.1 47.9 51.9 63.9 45 39.5 42.9 52.9 362 39.2 48.2 53.6 58.1 71.8 49.1 53.1 65.4 50 40.8 44.2 54.6 37.3 40.4 49.7 54.9 59.5 73.5 50.2 IEEE 66.9 55 41.8 45.3 55.9 38.2 41.4 51.0 55.9 60.5 74.8 68.2 60 42.8 46.4 57.3 392 42.4 52.2 56.9 61.7 76.1 52.0 56 -4 69.4 ' 65 43.8 47.5 58.8 40.1 43.4 53.4 57.9 62.8 77.5 53.0 57.4 70.6 ' 70 44.8 48.6 60.0 41.0 44.4 54,7 58.9 , 63.9 78.8 53,9 58.4 71.9 ' 75 45.8 49.7 61.3 41.9 45,4 55.9 59.9 65.0 50.2 54.8 59.4 73.1 "80 46.8 50.8 62.7 42.8 46.4 57.1 60.9 66.1 81.5 55.7 60.4 74.3 * 55 47.6 51.6 63.7 43.5 47.2 58.0 61.6 66.9 52.5 55.4 61.1 75.2 • 89 48.0 52.1 - 64.3 43.9 47.6 58.6 62.1 67.4 832 56.8 61.6 '75.8 NOTE: ALL DESIGN LOADS ARE IN POUNDS PER SQUARE FOOT (PSF) Mar. 16. 2007 3:01PM FOLDING SHUTTER CORPORATION 15o NF 91Th CT iN1igt� .1 QRes ?=L 33138' NOTES: 1. PLUS & MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD & AWAY FROM SURFACES RESPECTFULLY. 2. a =10% OF LEAST HORIZONTAL DIMENSION OR 0.411. WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 FT. 3. LOADS, POSITIVE & NEGATIVE, ARE TAKEN AT MEAN ROOF HEIGHT (h) & APPLY TO ALL FLOORS. 4. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE MAY BE INTERPOLATED. " 5. AT MEAN ROOF HEIGHT (h), 60 ft. < h < 90 ft, PRESSURES HAVE BEEN DETERMINED USING THE SAME METHOD AS FOR 60 it & LESS PER ASCE 7 -02 SECTION 6.5.12.4.3, THESE PRESSURES ARE ONLY APPLICABLE IF THE HEIGHT TO WIDTH RATIO IS 1 OR LESS (IF THE HEIGHT IS NO MORE THAN 1 TIMES THE MINIMUM BUILDING WIDTH). 6. TABLE VALUES DO NOT CONSIDER EFFECTS FROM TOPOGRAPHIC CONDITIONS & FACTOR Kzt IS TAKEN AS 1.0 (FLAT GRADE). IF TOPOGRAPHIC CONDITIONS ME NOT FLAT, THE VALUES IN 1H1S TABLE MUST BE MULTIPLIED BY THE PROPER Kzt FACTOR IN ACCORDANCE WITH ASCE 7 -02 SECTION 6.5.7, 7. ALL VALUES IN THIS TABLE CONSIDER A WIND DIRECTIONALITY FACTOR (Kd) OF 0,85 PER ASCE 7-02 TABLE 6-4. CA #6809 W. VV. SCHAEFER ENGINEERING & CONSULTING, P.A. 8895 N. MILITARY TRAIL; SUITE C204 PALM BEACH GARDENS, FL 33410 No. 1558 P. 3 MAR 20 COPYRIGHT m,,. 02 3.17 WARREN SCHAEFER, PE. STRU RAL ENGINEER FLORIDA REG. #PE0044135 [Customer Name !Unit Design Load [ [opening 1 [width 57.3 Friday, March 16, 2007 Folding Shutter Corporation Inspection Sheet cerev*Vrietrilar 4 7; If 14 57.3 57.3 57.3 57.3 52 92 124% 92 51% 51% 57.3 • 1 ":f ' , 92 57.3 11:171,7,ta 28% 57.3 69 it440 FM" firkW Shutter Height ] Span 56% 68% 573 MAO 44 45% 32Y4 52% Top Anchor 1 [Chart] Spacing 46 Ang, - own: EVS rWork Order 8 1,4 11511g.. 7 8 A-A 8 8 4:4'4 &Au, AnA.A. • vair-7 7711 AAA . 1 - Se c [P a g e A-A 2 C-C 2 mizA A-A 2 C 2 A-A 2 A-A 2 A-A 2 Bottom Anchor AVM WT , . 4 °.° 4rt2 Chart Spacing [Sect] IPaiel 7 WEL C-C 2 7 7 7 A-A *41 A-A 2 A-A 2 • : 6 • • ••• • • • • • • • el • • • A-A • • • • • • • : •• : : • • • • • • • ••• • • • • •• • • • • •• A-A 2 A-A 2 C-C 2 Page 1 of 2 •••• • • • • •••a • • • • •• • •••• • • • •••• • •.2.••• • • • • • • • • • • •••• • • • , 1014:000:Nk Customer Name {Shutter [Unit 1 [Design Load opening [Width 1 FNight 1 Span 57.3 57.3 57.3 57.3 57.3 U44 7gkalgli4 115 rgiI 88% 115 132 92 92 4.0 A 88% 69% 8 57 57 mom Work Order 8 7 [Sect I [Page A-A A-A 2 A-A 2 2 C-C 2 Bottom Anchor 'CO [Chart Spacing] 1 7 Page 2 A-A 2 Friday, March 16, 2007 Page 2 of 2 •••• A-A 2 • • • • •••• A-A • •• • •••• • • • • • 6 4124141 4, • • • • • • • • • • • • • • •• GO •• 6• • • • • • • • • • • • •••• • • • • •• • 8•• • • • et. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Folding Shutter Corporation 7089 Hemstreet PIace West Palm Beach, Florida 33413 APR 2 0 2001 B Y : 111L. MI DADE COUNTY, FLORIDA ME' RO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375.2905 w ww.balldingcodeonlfne.com i 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) to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code: _ This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Titan II" Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 1173, titled " Titan II Folding Shutter ", sheets 1 through 5 of 5, prepared by W. W. Schaefer Engineering & Consulting, P.A., dated October 03, 2002, last revision B, signed and sealed'by W. W. Schaefer, P.E. on August 23, 2005 bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number & expiration date by 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 arid there has been no • change in the applicable building code negatively affecting the performance of this product. TLRIEENATIQN, f•t, is NOA will occur after the expiration date or if there has been a revision or change in the • matettrl'il„ use, and/or rhanufacture of the product or process. Misuse of this NOA as an endorsement of any prodf f, sale!, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with y gf'thjssNOA shall be cause for termination and removal of NOA. A13VFsR1'ISE1FsThe NOA number preceded by the words Miami -Dade County, Florida, and followed by • the,e5 pjra ion digeVat%be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be d8 ne Nits entifdtf' INSPIii.6'jION: of this entire NOA shall be provided to the user by the manufacturer or its distributors andshal be available for inspection at the job site at the request of the Building Official. This • NO revisep& renews NOA # 05- 0119.01 and consists of this page 1, evidence submitted pages E -1 thro:tgltE -4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. / J NOA No 05- 0908.01 Expiration Date: 04/09/2011 Approval Date: 05/04/2006 f o ¢ /Zoo ( Page I L Test report on Uniform Static Air Pressure Test of Accordion Shutter, prepared by Hurricane Engineering & Testing Inc., Report No. HETI -94 -191, dated 07/15/94, signed and sealed by Arshad Viva; P.E. 2. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of accordion shutter, prepared by Hurricane Engineering & Testing Inc., Report No.'HE7'I -94 195, dated 07/16/94, signed and sealed by Arshad Vigar, P.E. B. DRAWINGS: L Drawing No. 94 -63 'Accordion ShutterDetails" sheets 1 and 2 of 2, prepared by Al- Farooq Corporation, dated 08/25/94, revised on 10/05/94, signed and sealed by Humayoun Farooq, P.E. C. MATERIAL CERTIFICATION: 1. Mill Certified Test Report issued by William L. Bonnell Co., Inc. dated- 09/13/94 • with chemical composition and mechanical properties for aluminum alloy 6063 -T6. 2. Tensile Test Report No. HETI- 94 -T20, prepared by Hurricane Engineering & Testing Inc. dated 09/15/94 D. CALCULATIONS: 1. Anchor analysis dated 10/06/94, Pages 1 thru 10 of 10, prepared by Al- Farooq Corp., signed and sealed by Humayoun Farooq, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 96- 1112.02 A. DRAWINGS: 1. Drawing prepared by Al- Farooq Corporation titled "Titan 11 Folding Shutter'; Drawing No. 94 -63, dated 08/25/94, revision E dated 03/19/98, sheets 1 through 5 of 5, signed and sealed by Humayoun Farooq, P.E. • • • B L •, TE.STz • • • • .... • • I. • . • Test report on Uniform Static Air Pressure Test of accordion shutter, prepared by • • • • • • Hurricane Engineering & Testing, Inc., Report No. HETI -96 -542, dated 04/17/96, • • • • • •s•gned and sealed by Hector M Medina, P.E. • • • • • • • • 2. •.° .test report on Large Missile Impact Test and Cyclic Wind Pressure Test of • • • • • • „,Accordion shutter, prepared by Hurricane Engineering & Testing Inc., Report • • • • • • • • .HETI -96 -541, dated 04/03/96, signed and sealed by Hector M Medina, P.E. • • . • .•.• • • • ••• • . •. • .. • .. .• • • • . •• • Folding Shutter Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL, # 94- 0916.10 A. TESTS: E -1 Heftily A. Makar, P. E. Product Control Examiner NOA No 05-0908.01 Expiration Date: 04/09/2011 Approval Date: 0S/04/2006 • • • . • • • • • I. • • • • r eport on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform • •••• ., •,� ,• gtic Air Pressure Test of accordion shutter, prepared by Hurricane Test • •• • Laboratory, Inc., Report No. 0143 - 0408 -02, dated 11/12/02, signed and sealed. by • • ...• . .••. • • • .••ViquJ.. Abraham, P.E. • . . • .. •••• • • • • • 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01- 0118.03 A. DRAWINGS: 1. None. B . TESTS: 1. None. C. CALCULATIONS: 1. None. D. MATERIAL CERTIFICATION: 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 1224.03 A. DRAWINGS 1. Drawing No. 1173, titled " Titan II Folding Shutter '; sheets 1 through 5 of 5, prepared by W W. Schaefer Engineering & Consulting P.A., dated October 03, 2002, signed and sealed by Warren W Schaefer, P.E. on June 05, 2003. 0. • • • • • . • .8k..+ TESTS • • •••• • 0 000 00 • • •••• Folding. Shatter Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. Test report on Large Missile Impact Tes4 Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of accordion shutter, prepared by Hurricane Test Laboratory, Inc., Report No. 0143 - 0806 -97, dated 08/08/97, signed and sealed by Timothy S. Marshall, P.E. C. CALCULATIONS: 1. Anchor analysis dated 09/30/96, prepared by AI- Farooq by Humayoun Farooq, P.E. 2, Anchor analysis dated 12/22/97, prepared by Al- Farooq by Humayoun Farooq, P.E. 3. Anchor analysis dated 03/19/98, prepared by Al- Farooq by Humayoun Farooq, P.E. • • •• • • • • • E -2 Corp., signed and sealed Corp., signed and sealed Corp., signed and sealed elmy A. Maker, P. E. Product Control Examiner NOA No 05- 0908.01 • Expiration Date: 04/09/2011 Approval Date: 05/04/2006 Foldine Shutter Corporation OTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor analysis, 12 Pages, prepared by W. W. Schaefer Engineering & Consulting, P.A., dated October 15, 2002, signed and sealed by Warren W Schaefer, P.E. D. MATERIAL CERTIFICATIONS 1. Tensile Test Report No. 2KM -1334, prepared by OC Metallurgical, Inc., dated December 06, 2002. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 04- 1103.01 A. DRAWINGS •..• • •. • .. • .... • • • • I. Drawing No. 1173, titled " Titan II Folding Shutter ' , sheets 1 through 5 of 5, prepared by W. W Schaefer Engineering & Consulting, P.A., dated October 03, 2002, last revision A signed and sealed by Warren W Schaefer, P.E. on October 28, 2004. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic W ind Pressure Test and UV - arm Static Air Pressure Test of accordion shutter, prepared by Hurricane Test Laboratory, Inc., Report No. 0143 - 0408 -02, dated 05/07/04, signed and sealed by Vinu J. Abraham, P.E. C. QUALITY ASSURANCE 1. By Miami - Dade County Building Code Compliance Office. D. CALCULATIONS 1. None. E. MATERIAL CERTIFICATIONS 1. Tensile Test Report No. 2KM -1334, prepared by QC Metallurgical, Inc., dated December 06, 2002. . • • • '6.' EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05 -0119.01 '4... • DRAWINGS 0 • j. : • : hawing No. 1173, titled " Titan II Folding Shutter '; sheets 1 through 5 of 5, . • "' . . • • pr pared by W W. Schaefer Engineering & Consultin PA. • ; ; ; 2002, last revision 4 si ed g� .dated October 03, • gn and sealed by Warren W Schaefer, P.E. on January ▪ '. '.: • „ „QS•2005. • • B. TESL... ..•• I. •• W m .. E -3 &hay A. Maker, P. E. Product Control Examiner NOA No 05- 0908.01 Expiration Date: 04/09/2011 Approval Date: 05/04/2006 FoldffE Shutter Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. QUALITY ASSURANCE 1. By Miami - Dade County Building Code Compliance Office. D. CALCULATIONS 1. Design analysis and Anchor calculations, 50 Pages, prepared by W W Schaefer W & Consulting, PA, dated January 04, 2005, signed and sealed by Warren E. MATERIAL CERTIFICATIONS 1. None. 7. NEW EVIDENCE SUBMITTED A. DRAWINGS 1.. Drawing No. 1173, titled " Titan II Folding Shutter ", sheets 1 through 5 of 5, prepared by W. W Schaefer Engineering & Consulting, P.A., dated October 03, 2002, last revision B, signed and sealed by Warren W Schaefer, P.E. on August 23, 2005. - B. TESTS 1. None. C. QUALITY ASSURANCE I. By Miami -Dade County Building Code Compliance Office. • D. CALCULATIONS 1. Design analysis and Anchor calculations letter prepared by W W Schaefer Engineering & Consulting, P.A., dated August 23, 2005, signed and sealed by Warren W Schaefer, P.E. E. MATERIAL CERTIFICATIONS •• li4 • • • •••• • • • • • • • • • • • • ••.. •• •• • • • • • • • •• • •••• • • • • • • • •• • •• • • • • • • . • •••• • •. • • • • •• • • • • •• •• E -4 elm), A.Makar,P.E. Product Control Examiner NOA No 0S-0908.01 Expiration Date: 04/09/2011 Approval Date: 05/042006