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RC-06-1489Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/26/2007 Inspector: Grande, Claudio Owner: HOWELL, SUSAN Job Address: 70 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: FLORIDA PROFESSIONAL SERVICES, LTD Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Block: Phone Number Parcel Number 1132060131340 Lot: Phone: (305)759 -3460 Building Department Commen GARAGE ENCLOSURE AND KITCHEN REMODELING 3C 26ZM Passed Err Inspector Comments please see hold harmless attached in file for inspections missed. a9 -‘9-°M el/ lAC 0- cg I PL 06" Z(00 CI, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, December 20, 2007 Page 1 of 2 Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Not Transferable POST IN A CONSPICUOUS PLACE ivIODEI S 83 844. 93. 94. H83. H94 • 1 L r• END 5711,1:3 ATTACHED 70 DOOR SKIN WM4 PATENTED / TOG -L -LOC SYSTEM (TOP. BOTTOM. & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EuBOSS Ir ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) At� URETHANE____ ADHESIV (ALONG CENTER) I_'- "" A _ O _ ,! tI C4 il 1 1 1 y `1"111 )I111I 111111 11 L LOCATION OF OPTIONAL VENTS r&' MAXIMUM/ VENT OPENING: 60 IN T / NAic. W 51D WIDTH T1 S' -Oa l` WtStDE fl'LtiTiON TABLE 1 DOOR I HEIGHT 1 6'0" TO 7'0. { 7'E' 10 B'S" 9'0' TO 10'5" 11D'S' TO 12'0" • SECTION ARE ETHER NUMBER OF SECTIONS * a 5 6 7 18' OR 21' HIGH L- - -+- A r SEE END HINGE DETAIL SEE INTERMED. HINGE DETAIL 1W0 PONT LOCIONG INTO TRACK PER 5FBC 3603.2 5/6' AWH. ENGAGEMENT (OPPOSITE SIDES OF DOOR) (SEE LOCK OPTIONS) END-•, STILE END STILES ATTACHED TO DOOR..SION W1TH PATENTED !'- TOG -L -LOC S'STEM (70P, COTTON, & CLTITER) GNE INTERMEDIATE STILE BE i WEF.N EACH Em BOSS ATTACHED WITH TOG -L -LOC (TOP 1 BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) "L' BRACKET PLACEMENTS Xi" CV' 1 1 I I i f f 1 1,. 1 6' -6 70 3- 1 /2� 10" 1*_ 6O` - - 7 " -O" 4 . .f 10' CO ; ei i 66 — 7. m 3111 i 1 1111 1 go. l lliP v vi V 1 W __ h f , J w 3-172 1 6 -I 34' • ��G�4111 (EXTENDED HEIGHT MOOT - 11E-5' 9.4' TJJ 10` 59' 82 - s= N 3 -1i_ 1Z1 /f y F'- 9' -5- 106 3-12- • i0- 34` 55 1 1 111 1. 11 111.1 L LOCATION OF OPTIONAL VENTS r&' MAXIMUM/ VENT OPENING: 60 IN T / NAic. W 51D WIDTH T1 S' -Oa l` WtStDE fl'LtiTiON TABLE 1 DOOR I HEIGHT 1 6'0" TO 7'0. { 7'E' 10 B'S" 9'0' TO 10'5" 11D'S' TO 12'0" • SECTION ARE ETHER NUMBER OF SECTIONS * a 5 6 7 18' OR 21' HIGH L- - -+- A r SEE END HINGE DETAIL SEE INTERMED. HINGE DETAIL 1W0 PONT LOCIONG INTO TRACK PER 5FBC 3603.2 5/6' AWH. ENGAGEMENT (OPPOSITE SIDES OF DOOR) (SEE LOCK OPTIONS) END-•, STILE END STILES ATTACHED TO DOOR..SION W1TH PATENTED !'- TOG -L -LOC S'STEM (70P, COTTON, & CLTITER) GNE INTERMEDIATE STILE BE i WEF.N EACH Em BOSS ATTACHED WITH TOG -L -LOC (TOP 1 BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) .-- SLIDE BOLT LOCIC ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE 80LT LOCK O —L�itij HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 11 Ii • N• /- •- 13 GA. GALLV, STEEL FLAG BRACKET. EACH FASTENED TO W000 JAMB WITH (3) 5/16"x1-5/8- WOOD LAG SCREW.. TRACK CONFIGURATION "Xt 2" GALY. STEEL TRACK, TRACK THICKNESS: .060' DOOR HEIGHT "L' BRACKET PLACEMENTS Xi" X2° 'X3 1 X4� �X''' 1X5" 6' -6 70 3- 1 /2� 10" 35 6O` - - 7 " -O" 76° 3-1/2 10' rn 66 — 7. m 3111 11 1111 3 -1 /2 11; 1 5E' - - f , J w 3-172 1 6 -I 34' • ��G�4111 (EXTENDED HEIGHT MOOT - 11E-5' 9.4' TJJ 10` 59' 82 - s= N 3 -1i_ 1Z1 /f y F'- 9' -5- 106 3-12- • i0- 34` 55 1 1 111 1. 11 111.1 II 11 :4 10 34" 7;11 A 82" - 10:-6". 116; - -- — =4' _R" 11-Mil 1 124 ill 10" 34' °3' ti:"'. 1 !)5" 1 H " -6" .-- SLIDE BOLT LOCIC ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE 80LT LOCK O —L�itij HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 11 Ii • N• /- •- 13 GA. GALLV, STEEL FLAG BRACKET. EACH FASTENED TO W000 JAMB WITH (3) 5/16"x1-5/8- WOOD LAG SCREW.. TRACK CONFIGURATION "Xt 2" GALY. STEEL TRACK, TRACK THICKNESS: .060' DOOR HEIGHT "L' BRACKET PLACEMENTS Xi" X2° 'X3 1 X4� �X''' 1X5" 6' -6 70 3- 1 /2� 10" 35 6O` - - 7 " -O" 76° 3-1/2 10' 35' 66 - - 7' -6 81 3 -1 /2 1G- 4' 5E' - - • 8' -0" 88 3-172 10' 34' 58 - 11E-5' 9.4' -2' 10` i 34" A 59' 82 - s= N 3 -1i_ 1Z1 r- 5 F'- 9' -5- 106 3-12- • i0- 34` 55 82' - 10' -0' 112 A-1/2 10 34" 55" 82" - 10:-6". 116; 3 -1/7' ir. =4' _R" p^" 1D8•• 11 -0 124 1 -112 10" 34' °3' ti:"'. 1 !)5" 1 H " -6" 130" Z 1j'" 1G" IA" sr A7" I:fR' It 2' -0' 136- 3 -1 /2' 10' 34' 59. 82" 1061 TYP. 2- 1 /2 "x 12 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (UP TO 8' HIGH). (5) TRACK BRACKETS PER SIDE {UP TO 10' HIGH). (5 TRACK BRACKETS PER SIDE (UP TO 12' HIGH). ii Aller" LOCATION OF OPTIONAL. VENTS t A .&MAXIMUM VENT OPENING: 60 04 MAX. DOOR MOTH - e' -L INSIDE EI = YATI31 INTER. STILE OUTSIDE HANDLE CUi'SIDE KErn 1 CCK . YI N — Et4 571 LOCK BAs! � I GUDE LOCK BAR ENGAGE- IN TRACK ON EACH SIDE OF GC-OR. T. - r\. 11 ='i:r Flrritla t� - L - 2 :• c.!4 y f . SNAP LATCH ENGAGES fii:rrl uau c; Cun1n4 OUa1O VERTICAL TRACK. M13. iDn ONE SNAP LATCH ON EACH SIDE OF DOOR./ INTER. STILE OUTSIDE KE'fED HANDLE • END STILE INSIDE HANDLE oUT SIFT: KEYED L 0CK SNAP :ATCN ri K OPTION TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8' MIN. ENGAGEMENT (OPPOSITE SIDES OF DOOR) (SEE LOCK OPTIONS) !O 0.O 24 GA. MN. G -40 MIN. GALV. STEEL ../ (MIN. YIELD STRENGTH: 28 KS:. DRAWING QUALTIY) WITH PRIMER AND . FAKED -ON POLYESTER PAINTED TOP COAT APPUED TO BOTCH SIDES OF STEEL. /1425/8" SHEET 4ETAL / (4) 1/4"A3/4" SELF TAPPING SCREV/S 1.A .-,A _ND ;- III -c.7 225 WOOD JAMS STOP 1.OULDING BY DOOR �';t.•..., :w; -i�• :,. INSTALLER (T0 SUE) r 20 CA. 1.4114. GALY. STEEL END STILE. 12 G.A. GALV. STEEL TRACK J i 'BRACKET FASTENED 70 WOOD JAMB WITH ONE 5/15 "x1 -5/8' WOOD LAG SCREW PER BRACKET. 2' GALV. STEEL TRACE ,1 FASTENED TO TRACK BRACKETS. 1 EACH BRACKET ATTACHED WITH ONE 1/4'15 I3: BOLT & NUT 2 TWO r/* MAIM; i JAMB CONFIGURATION OF".=iR:B='':„1'•r`.•' OTHER' GA. GALV. STEEL INTER. STILE I 1 c se., II. i RHA= r3IATE HINT' OM I a ' 1: 7 -E -S7 1 00080 M.tatuu 1 vEr P NittG I, 3 /ia /Otii. -40 IAIN. 7/AS O -010 I +/2063 L A4DC J ejE+ EI .Icwrrl Mrr — r-• 2" THICK - 12 CA. GALV. STEEL TC P L ROLLER BRACKET. EACH BRACKET ATTACHED Vi/(4) f`'-- #14x5/8" SHEET METAL SCREH'TS. � —SHIFT LAP JOINTS. 14 GA GALV. STS ENO HINGE. EACH FASTENED TO END !" 571185 W /(4) '4x5/8" SHEET METAL 5CRZW (4) 1/4' SELF TAPPING SCREWS. 2-1/4%20 GA. GALV. S, EtL U -DAR. TWO U -BARS PER SECTION. EXCEPT 3410 SECTION WHICH HAS ONE U--BAR. U -BARS MADE FROM 80 KSI STEEL. EACH U -BAR AT +ACHED w /(2) I/4"x3/4- SELF TAPPING SCREW PER STILE. i bµ. DALV. STEEL E•J, —,oM BRACKET. ATTACHED W1(2) 114x5/6" SHEET Mr,rAL SCREWS. ALURIIP4tJI4 EXTRUSION L w'IN t. WEATHERSTRIP. 1 INSTALLER i RETAIL I MODEL 1 MODE: 1 1 DESCRIPTION • 23, i493 I E3 1 74 GA. 5+881 SKIN: 16 GA. STE"L END STILT:_ 1 54 H94 • ; 54A I 24 e:-.A. STEEL SKIN- 18 GA PAINTED STEEL ENO ST1L_Iia • - Fes.. -DOOR MODELS ARE RAISED PANEL E6,BOS5 18 G... GALV. STEEL INTER. HINGE FASTENED TO CENTER STILE W/(4) EACH (14x5/8' SHEET METAL SCREWS. "-7/16" PUSHNUT INSTALLED ON ROLLER SHAFT FOR UNRESTRICTED DOOR OPERATION. T4. . tr .. FASTENED TO END STILES Wf(4) EACH 144/6" SHEET METAL SCREWS d: (4) .1 /4 x3, 4.'.•5SES.i 'TAPPNG S w5:.... ..: N T-• SUPPORTING STRUCTURAL ELEMENTS SHALL SE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. CSI - ENCII4+LW :.. 14ARTi w.: wEST'ERFCLC1* FLOAiREa S'TRAT1 -1Nu- .4&8S.. 1.1ECHANiCAL ENGINEERING ° • THE 21/5 VERTICAL +MO00 .JAMBS ARE TO BE GRADE 2 OR BETTER YELLOW PINE. NO LOAD 15 TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK 1O PROVIDE A FLUSH MOUNTING SURFACE. 2x5 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCED 8LOCK WALL OR CONCRETE COLUMN. BLOCK CELLS 51 -.411 BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS ,5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ANCHORS CAN BE 1/4 "x1 -3/4' EMBED TAPCON CONCRETE ANCHORS STARTING AT NO MORE THAN 8" FROM BOTTOM AMC-AV CLL.. 1 WITH 3/8 "x4" (1 -3/4" EUBED) Roo u3vre6ati` -+w R` =_ F NM MOM TNVAP. FROM BOTTOM AND 24' 0.C. DESIGN LCADS: + 12.0 P5r a:, —45.0 PSF. IMP lopay Building Products Company x.tt. pL01 1 =42 CLDP4Y BUILDING PRODUCTS COMPANY „n, P.5E5 DumE BLVD. 11/18J SF ;AARON. OH 45040 (w,., n. at 13) 770 -48DO uWW accae n. r ✓as :v *m• S'p1Y x 12'0'H rcvsu+m. 000R MODEL 5: 83. 84A. I?3. 141, 1453. HP4 .vac •.wc.• .r-• 1017G2 •24 3 lor MAY -24 -2006 0:23 CLOPAY'DISt. MEDLEY IMO RtJXL DING CODE COMPLIANCE OFFICE (BCC()) ' O)t :CT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clopan• Building Products Co. 8585 nuke Blvd. Mason. 013 45040 4 P.01/04 IMA1VII.DADE COUNTY, FLORIDA METRO -DAVE HAGLER BUILDING 140 WEST FLAGLER STRr, r, surf' s t603 1vIIAMI. FLORIDA 33130.1563 (305) 375 -290I PAX (305) 3754905 • SCOPE: This NOA is being Issued tinder the applicable rules and regulations governing the use of constru don materials. The doci:mentadon submitted has been reviewed by Miami Dade County Product Cool Division and accepted by the Board of ' Rules and Appeals (BORA) to be used in Miami bade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) ahtd/or the AHI (m itteas other than Miami ) tasetve the right to have this .ptodt t. or material tested for quality asst ante purposes. If this product or fails to perform in the accepted manner, the rnanafa:tutor will incur the expense of such testing and the AH3 may immediately lovai s. modify, or spend the nee of such product or material within their Jo:ladle /m . BORA reserves the tight to revoke this ecoaptanak if it is determined by A+fatni- D :,de County Product Control Division that this product or material fitils to rest the tequimmeots of the applicable building code. This product is approved as desexibed herein. and has been designed to comply witti the Florida Buid'ing Code belt:ding the Wit Velocity Hurricane Zone. DESCRIPTION: Sectional Gauge Door 16'. 2" Wide. APPROVAL DOCUMENT: Drawing No. 101300, tided "Double Car Hn ri erne Pan Door", did 02/15/95 vtitb last revision on 01/06/04, sheets I and 2 of 2, prepared by Clopay Building Products Co. signed and sealed by M. W. Westerfield, P.E., bearing the IMiiami -Dade County Product Control Revision stamp with the Notice of Acceptance ntunher and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Urge alert. Sloan 1Vti ie bthipaa city, s and following statement: Each wait shall bear a permanent label with the manufacturer's name or logo, "Miami -Dade County Product Control Approved ", Indent 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 applicsbie building code negatvely affecting the performance of this product. TERRTLNATTON of this NOA win occur after the expiration data or if flue hat been a revision or *hang* in the materials. use!. and/or manufeemrs of the product or prods. Misuse of this NOA as an endorsement of any rwoduct, for excite. advertising or any other purposes shall atworaadc efly terminate this NOA. Pailute to comply with any section of this NOA abatl be cane for termigation and removal of NOA. LIMITAT ION: This approval requites the manufacturer to do tesding of all coils used to fabricate door pal e1s tinder this Notice of Acceptance. A udnfmute of 2 specimens shall be cut from each coil and teadle tested according to ASTM E-8 by a Dade County approved lobotomy selected and paid by the manufacturer. livery 3 months, four tines s year, the mmnwfaoowrer shall mail to this office: a copy of time tested reports with coon that the specimen were selected from coils at the manufacturer production fatalities. And a notarized statement from the manufacturer that only coils with yield nuength of 36000 psi or more shsdl be used to make door panels for Dada County =dee this Notice of Accepts:am An V 1t1:TISE?v ' T: The NOA amber pied by the words Netorklapde county, F1ea3da, and followed by the ex pleadon ' (talc may be displayed in advertising literature. If any portion of the Ads 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 sva=iubIc for inspection at the job site at the request of the Building Official. as well as the van document mentioned This NO.A ronews NOA si 03-0829.05 and consists of this page, evidence page approval above. The aunmittcd documentation was reviewed by Candid* oat PR. NOA No 054212.02 Eardration Date: Mahn 26, 2007 Approval Dater March 23, 2006 page 1 MAY -24 -2006 02:23 CLOPAY DIST. MEDLEY P.02/04 Camay Build/Au Products Co. NOTICE OF ACCEPTANCE: VilDENCE PAGE A. DRAWINGS 1. Drawing prepared by Clopay Building Products Co., titled "Double Car Hurricane Pan Door ", Drawing No. 101300, dated 02/15/95, with last revision on 01/0612004, sheets 1 through 2 of 2, signed and sealed by M.W. Westerfield, PE. it. TESTS .. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 of " Garage Door ", prepared by Hurricane Engineering c& Testing, Inc., report No. HETI 95.4088, dated 01/25/95, signed and sealed by H. M. Medina, PE. 2. Test report of UTn form Static Air Pressure Test Per PA 202 on " Garage Door ", prepared by Hurricane Engineering & Testing, Inc., report No. HETI 95 -407, dated 01/24195, signed and sealed by H. M. Medina, P.E. 3. Test report of Forced Entry Resistance per section 3603.2(b)5 on "Garage Door" prepared by Hurricane Engineering Testing, Inc. report No. HETI 95 -407f dated 01/25/95, signed and sealed by H. M, Medina, PE. C. CALCULATIONS 1. Calculations dated 01120195, pages 1 and 2, prepared by M. W. Westerfield, PE, signed and sealed by M. W. Westerfield, PE. 2. Calculations dated 02/24/95, page 1, prepared M.W. Westerfield, PE, signed and sealed by KW. Wester, faelcl, P.E D. MATERIAL CERTIFICATIONS 1. Test report of Tensile Test per ASTM E 8, report No. HETI 94 -T59, prepared by Hurricane Engineering & Testing, Inc., dated 02/06/95, signed and sealed by H.M. Medina, PE. 2. Test report of Salt Spray Test per ASTM D1654 & ASTM 3117, report No. 9E&( -1144, prepared by Q.C. Metallurgical, Inc., dated 06/03/99, signed and sealed by IC Gate_ STATEMENTS. 1. Affidavit of yield strength compliance prepared by R. D. Shi iett employed by Clopay Building Products Co., notarized on 01/1112001 by B. H. Schuler. F. QUALITY ASSURANCE. 1. Building Code Compliance Office. E -i xi .. PE. Senior Product Control Divlsion NWA, No 03- 1212.02 Expiration Date: March 26, 2007 Approval Date: March 23, 2006 M cDDELS 63, ,3, 8�.y. VdL 13 GA. GALA. DOUBLE E -4C STILES ATTACHED Tv TOP A+"3E• BO 01.,i R=.ii.. — WITi- PATENTED T0G— ` —Lor. SYST=Ni. ONE INTERMEDIATE STILE ILL BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ PATENTED TOG -L -LOC SYSTEM- (TOP & BOT; AND URE I-ANE ADHESIVE (ALONG CENTER) /\\ ` - _ r: r• _ - . 5 GA.. " .. _J ENO ,TILE.: ATTACHED TO DOOR. ST: NET C TT0 .w ,_ _ +*� iTE E :E ——L.00 SYSTEM I I. HEIGHT = 8' -0" LOCATION OF OPTIONAL VENTS AREA OF VENTS NOT TO EXCEED & 60 SG. INCHES BETWEEN STILES ---0- A L OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DO. ' WIDTH = '16' -2" INSIDE ELEVATIONS . SCALE 1" = 18" MISTALLER MODEL RETAIL MODEL DESCRIPTION 93 83 WOOOGRAIR TEXTURE, RNSED PANEL, GALV. INTER. STILES 94 84A WOODMAN TEXTURE, RASED PANEL. PANTED /GALV. INTER. SAFS DOORS. - • - DOORS OVER 7'-O" HIGHHCONSIST OF (5()) SECTIONSS(NOT SHOWN). w 0 0 11 Q w z w a 0 HORIZONTAL TRACK SyPPORT BY DOOR INSTALLER (TO SUIT) -\ DOOR COUNTERBALANCE SYSTEM 12 GA. GALV. STEEL CONTINUOUS 1 -5/8" x 2 -3/8" ANGLE. 76" (7'6 "H & 8'O "H DOORS ONLY) TRACK CONFIGURATION 63" SCALE 1" = 36" 50" 2" GALV. STEEL TRACK, TRACK THICKNESS: .083" 4" 10" 3-1/2" DOOR HEIGHT 6' -6" 7' -0 7, -6" 70" 76" 82" 8' -0" 88" & TIT: 2 -1/2"112 GA. GALV. STEEL TRACK CUPS. DISTANCE FROM BOTTOM OF VERTICAL TRACK TO EACH CUP IS: 3 -1/2 ", 10 ", 24 ", 38 ", 50 ", 63 ", AND 76" (7'6 "H & 8'0 "H DOORS ONLY) ONE 5/16"x1-5/8" LAG SCREW PER /' ■ TRACK CLIP. VIEW v VIEW 'B" LOCK POSITION (BOTH SIDES) TWO POINT LOCKING CONFORMS TO SFBC 3603.2 REGARGING GARAGE DOORS WrtH 5/8" MIN. ENGAGEME I T . DOOR TESTED FOR FORCED ENTRY WITH BOTH OUTSIDE KEYEE LOCK AND INSIDE SLIDE BOLT LOCK OPTIONS (SEE LAYOUT OF EACH LOCK ON NEXT PAGE). 24 GA. DOS STEEL (MIN. MELD STRENGTH: 38 KSl) EXTERIOR SKR WITH G -40 MIN. GALVANIZING, BAKED - -otI PRIMER AND A BAKED -ON POLYESTER I'r'iNTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. (ASIA No. A653 -97). #14x5/8" SHEET METAL SCREWS 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES 18 CA. INTERMEDIATE HINGE SCALE 1" = 9" r ALE 1 = 9" VIEW "B" 7EW "C " I— 2" THICK SHIP LAP JOINTS. DESIGN ENGINEER MARK W. WESTERFi :LD, P.E. FLORIDA REGISTRAT ON No. 48495 REV DATE DESCRIPTION 3/27/95 ADDED JAMB DWG & CHART TO PAGE 2 11/3/97 REFIT DWG TO 2 PAGES 3 2/13/98 DQSK; VENT AREA; TRACK NOTE TO PC. 12/6/2000 DEL. • M/N 87/97; ODS /G -40 WAS D`QSR 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET SHEET METAL SCREWS. �ADJUSTABLE SUDE "ATTACHED TO TOP BRACKET WITH (2) 1/4%1/2" BOLTS AND NUTS PER BRACKET. 14 GA. GALV. ROLLER HINGE.: EACH HINGE" FASTENED TO END STILES W /(4) #14x5/8" SHEET METAL - AND (4) 1/4'x3/4 SELF TAPPING SCREWS. (SEE VIEW "8") -2 -1 /2" —r-7-2.5/8" (TYP.) VIEW "0" C. _ _ _ .... 6 " -TA.LL C.- CHANNEL . 16 GA. GALV. STEEL ONE 6' TALL C- CHANNEL PER DOOR SECTION. (SEE VIEW "0") C- CHANNEL ATTACHED AT EACH STILE LOCATION W1TH (1) 1/4 "x3/4" SELF TAPPING SCREW. DOOR 4t ( EXCEPT (5) STRAPS ON 2N PER D SECTION, SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 1 /4 "x3/4 SELF TAPPING SCREWS (TWO SCREWS TO DOOR, ONE SCREW TO C- CHANNEL). - A't'Yiattil its I.I1:41 il� #it iil,;i SOUTH FL 10A 2011111,5 DATE MAR oxQL- 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) SCALE 1" = 9" DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F. PRODUCT Cori:, LT.'.° 77, BUILDING CODE COMPL1:;;CE rd; ACCEPTANCE NO. OO- t212 .03 Clopay Building Products Company TOLERANCES Unleee Stated Other,iae .00 .000 .0000 = Degrees = _ ±.03 ±.015 ±.007 ±1/7 SCALE. NOTED DATE' 2/15/95 PAGE, 1 OF 2 MAX. SIZE 16'2"W x 8'0 "H CLOPAY BUILDING PRODUCTS 312 WALUNT STREET,SUITE 1600 CINCINNATI, OHIO 45202 DRAVN BYE MWW DESCRIPT!0Pb DOUBLE CAR HURRICANE PAN DOOR CHECKED BY, B DRAWING MURDER, 101300 REV, 4 MODEL.: 83, 34A. . 94 2x6 • JAMB TO SUPPORTING ING S I RU'.... NOTES; t; ALL tHE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL JAMBS (GRADE 2 OR Bt. itER YELLOW PINE). NO LOAD FROM THE DOOR iS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2)) EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF ±2.982.4 LB & —3,328 L5. 3) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOUD BY NOT LESS THAN (3) 2x6 PRESSURE TREATED GRADE #2 OR BtlttR WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fb ). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS AND IN ACCORDANCE WITH SFBC SECTION 2905.1. BLOCK WALL OR CONCRETE 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH #5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH SFBC SECTION 2704.2. r ^Ir HORIZONTAL JAMB /(NO LOAD FROM 0008; • — F. SETER r PE MIN. No. OF FASTENERS PER VERTICAL JAMB MAX. O.C. 2 6 VERTICAL JAMB 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) BUILDING TYPE • FASTENER TYPE MIN. No. OF FASTENERS PER VERCAL JAMBn MAXIM UI' ON CEP-TR DISTANC I B�ENI RS STEEL WASHERS REQUIRED? WOOD FRAME 1/2" x 3" EMBED LAG SCREW (ASTM A307, GRADE A) 6 16" YES BLOCK WALL OR CONCRETE 1/4" x 1 -3/4" MIN. EMBED TAPCON CONCRETE ANCHOR 9 10" YES BLOCK WALL OR CONCRETE 315" x 1 -3/4" MIN. EMBED RAWL —STUD EXPANSION ANCHOR (7400 SERIES) 5 19" NO BLOCK ..WALL OR CONCRETE 3/8" x 1 -3/4" MIN. EMBED RAWL LOK /BOLT ANCHOR BOLT (5000 SERIES) 6 16" NO , MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 3 ", EXCLUDING STUCCO THICKNESS. CLOPAY 'DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. i " DOOR OVERLAP (EACH SIDE) 2x6 W000 JAMB SEE "JAMB PREPARATION NOTE" ABOVE STOP MOULDING BY DOOR INSTALLER (TO SUIT) • 16 GA. GALV. STEEL PAINTED END STILE 18 GA. GALV. STEEL DOUBLE END STILE 20 GA. • GALV. STEEL INTER. STILE 12 GA. GALV. STEEL CONTINUOUS ANGLE FASTENED TO WOOD JAMB WITH 5/16 "x1 -5/8" LAG SCREWS NOT TO EXCEED 14" 0.C. CONTINUOUS ANGLE MAY BE NOTCHED OUT AT JAMB TO STRUCTURE ATTACHMENT POINTS. 2" GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK CUPS. TRACK ATTACHED TO EACH CUP WITH TWO 1/4"x5/8" BOLTS & NUTS. EACH TRACK CUP ATTACHED TO CONTINUOUS ANGLE WITH (2) 1/4" DIA. RIVETS PER CUP. JAMB IRE�I DATE 1� 3/27/95 ADDED JAMB DWG & CHART TO PAGE 4 DESCRIPTION 1 11/3/97 REFIT DWG TO 2 PAGES 3 2/13/98 RED. JAMB ATTACH. FASTENERS ON PG. 2 1 41 12/7/00 DEL. M/N 87/94; DDS /G -40 WAS DGSK /G -EC INTER. STILE OUTSIDE HANDLE END STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN OUTSIDE KEYED LOCK E C H SION DE LOCK BAR LOCKING OF DOOR. CONFORMS TO SFBC 3603.2 OF SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. INTER. STILE OUTSIDE KEYED HANDLE END STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION CONFORMS TO SFBC 3603.2 JAMB PREPAF 4T10N NOTE EACH CONTINUOUS ANGLE TRACK SHALL BE FASTENED TO PRESSURE TREATED 2x5 YELLOW PINE WOOD JAMBS WITH 5/16 "x1 -5/8" LAG SCREWS (12) LAG SCREWS PER SIDE UP TO 7'0" HIGH AN) (13) LAG SCREWS PER SIDE UP TO 8b HIGH). THE METHOD OF ATTACHMENT TO THE SUP )RTING STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS USTED ON THIS DRAWING OR AS SHOWN ON PAGE 4 C'` THIS DRAWING. PREPARATION OF JAMBS BY OTHERS. ALL MOUNTINs OF TRACK. ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER DOOR HARDW, RE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIED WT -1 DOOR SYSTEM UNLESS OTHERWISE NOTED. 7/16" 1.D. ROUND 18 GA. GALV. STEEL CENTER HINGE PUSH NUT FASTENER FASTENED TO INTER. STILES W /(4) EACH #14x5/8" SHEET METAL SCREWS 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W /(4) EACH 14x5/8" SHEET METAL SCREWS AND DESIGN EN( I1'IEER 2) 1/4" SELF TAPPING SCREWS PER END HINGE. MARK W. W:STERFIELD. P.E. FLORIDA RE 3ISTRATION No. 48495 2" DIA. LONG STEM, 10 BALL STEEL ROLLER. / END OF ROLLER STEM THREADED FOR 7/16" NUT. / ,, i CONFIGURATION I� rjf0/ DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F. END STILE ,-- SLIDE BOLT / LOCK ENGAGES INTO VERTICAL. TRACK. ONE LOCK ON EACH SIDE OF 000R. INSIDE SUDE BOLT LOCK OPTION CONFORMS TO SFBC 3603.2 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE—_MAD t i PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. © © (� ' 3 121 Clopay Building Products Company TOLERANCES Ua eai Stated Othereiee .00 = ±.03 .000 = ±.015 .0000 = -1.007 Degrees = tt /7 SCALE' NOTED DATE' 2/15/95 PAGE' 2 OF 2 MAX. SIZE 16'2"W x 8'0 "H CLOPAY BUILDING PRODUCTS 312 WALUNT STREET,SUITE 1600 CINCINNATI, OHIO 45202 DRAWN BY. MWW DESCRIPUQN' DOUBLE CAR HURRICANE PAN DOOR CDECXED BY, DRAWING NUMBER' 101300 REV, 4