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RC-09-915Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 115701 Permit Number: RC -6 -09 -915 Scheduled Inspection Date: July 02, 2009 Inspector: Bruhn, Norman Owner: WILLIAMS, STEVEN Job Address: 100 NE 99 Street Miami Shores, FL 33138 -2304 Project: <NONE> Contractor: ACTSYS DOOR SYSTEMS INC. Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Phone Number (305)758 -5519 Parcel Number 1132060132280 Phone: 305 - 229 -4007 Building Department Comments REPLACE OVERHEAD GARAGE DOOR WITH A NEW WIND CODE APPROVED GARAGE DOOR. Passed ,i34ty „iv..497 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments tiv h.l.. fl4 7 flflfl For Inspections please call: (305)762 -4949 ....e A ..f 4 7 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Te • 15 7 5.2204 F • _! ) 756.8972 JUN ' 2009 BUILDING PERMIT APPLICATIO twee Permit No. ct -ct Master Permit No. Permit Type (circle): Building cc�� E lectrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 5t i 1:3 • W t ,ii+ Phone # (16G)3p I c., stsol9 Owner's Addre' V O ® Ni 9 9`i'c- L'.e_e.d . l� City dill' " f State 'r-i-- Zip 33 t 3 Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Phone # (C County (?j tJ NO Contractor's Company Name PtE f S brsloc2s i ll\ic. Phone # Contractor's Address B3 0 -a- City t jj Statei`Zd - Zip 33 t 55 Qualifier kt 1,1 State Certificate or Registration No. Certificate of Competency No. CABS 0 01 D.Ne) • Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ['Addition Describe Work: - 1 t e lnrtiAke Cam. 11 fr fsw ['Alteration cJ 4 Square Footage Of Work: G ,Fr ['New V Repair/Replace [' Demolition e_., JQV" 0 1.-1- /J- New Submitto Fee $ ****************************Fees****************************** Permit Fee $ /9/0 CCF $ 04 Carr— Notary $ Training/Education Fee $ Scanning $ (..0 Technology Fee $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEA'L'ERS, 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. n of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged Ibeq fore me this 1 el— day of \(,�, , 200j, byS 'eVela) .l,() t(( A,S , day of , 2001, byStkaek. who is p .....__9' ienewi or who has produced who i Ymown to me o has produced °— alt 4c As identification and who did take an oath. Contractor p The foregoing instrument was acknowledged b fore me this l NOTARY PUBLIC: 1..�_ Sign: Print: REBELLO .` s'. COMMISSION # DD798265 EXPIRES June 16, 2012 * * * * * *, i52 ,t * * * ** **********14*.********* i� t * * ** n 1 J? N,N1L Vu 7e as identification and who did take an oath. NOTARY PUBLjC: Sign: / ' Print: My Co APPLICATION APPROVED BY: ���"i�J ,5 J '? Chc 05/13/03 Plans Examiner Engineer Zoning • • ••• • • • ••• Florida Building Code Garage Door Windload Deslgrf Presiurel; • • • • • • • • • Report # DPR -090515 -A -01 • • • • • • • • • • • • •.• • • • • •.• • • .. • ••• • • The posi n ne , ign windloads for the Caeagg doprpgenigg(%) Itst¢d,bllow are derived from the Florida Building de e n © iety of Civil Engineers ;SEIIASCE Y 42). Sectic i 3619for "components and cladding° (Exposure 0), 14 p wl d elocity for Miami -Dade County. •• F3fIL 138, Miami-Dade Cou Address „ ' 1 S t= • .. • • • my Garage Opening Size: 8' 0" x 7' 4" Mean Roof Height: Less than 15' Measured Minimum Building Dimension: 21' 8" Measurement of Nearest Garage Door Opening to Building Corner: 1' 7" Positive Design Load: +41.2 PSF Negative Design Load: -46.3 PSF The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 83/84A/93/94W7, 8'0" x 7'6 ", Approval # 08- 0618.03 , Dwg # 101702, Windload Capacity: +42/ -48 PSF. Clopay Model 84A/94W8 (solid), 8'0" x 7'6 ", Approval # 05- 0316.01, Dwg # 103287, Windload Capacity: +54/ -62 PSF. Roof Slope: Not provided (use greater than 10 degrees) The design loads shown above area are based upon the measurements listed above for "enclosed" buildings, and require that the door being installed meets the requirements of Section 1626 of the 2007 Florida Building Code for windborne debris in high velocity hurricane zones. The related calculations do not address the jambs or structural adequacy of the supporting members. The building official is the final determiner of the suitability of the garage door connections for the particular building or home at the designated location. The "structural interface" of the designated door is the existing door jamb. The structural capacity of the existing, designated door jamb and associated building frame must be confirmed adequate by a certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject door, and details for installation are provided on the certified, approved drawing, as listed above. Hamilt•` , P.E. Florida P.E. License No. 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770 -4800 5/19/2009 SUBJECT TO COMPLIANCE WITH ALL FEDERAL. STATE AND COUNTY RULES AND REGULATIONS MIAMMADE COUNTY • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ▪ • ••• • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCC(i).' PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA .• • • • • •• • • • • • • • • • • • • • •• • • • •• •• • • • • • • • • • ••• • • • • ••• ••: • • 1 AMI -DADE COUNTY, FLORIDA • • • : :M':40 -DADE FLAGLER BUILDING • • • tufwtsultAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 i �wvw.mamidade. ov/buldin code Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. • • • • •• • • • ••••••• w DESCRIPTION: Steel Sectional Garage Door 9' wide w/ Optiofial Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites ", sheet 1 of 1, dated 06/13/08, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 03- 0428.04 and consists of this page 1 and evidence pages E -1 and E- 2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI•DADE.COUNTY APPROVED NOA No 08- 0618.03 Expiration Date: August 21, 2013 Approval Date: July 24, 2008 Page 1 Clopay Building Products Company • • •••. • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • ••• • •• • ••• • • • •• • •••• • • • •• • • • • • • • • • • • • • . . • . i NOTICE OF ACCEPTA1I'CPA • ENC. L tTB ITTED •• • • • •• ••• •• A. DRAWINGS • • • 1. Drawing No. 101702, titled "S e�C$r W714IXggr with Impact Resistant Lites ", sheet 1 of 1, dated 06/13/08, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Tensile Test per ASTM E8 Along with marked -up drawings and installation diagram of 9'x 8', 24ga steel garage door Model 94W7 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0305.01 -08, dated 05/28/08, signed and sealed by David W. Johnson, P.E. 2. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160 -04- 63365, dated 01/26/05, signed by John D. Lee, P.E. C. CALCULATIONS 1. Jamb anchor calculations, prepared by Clopay Building Products Company, dated 06/13/08, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 30/a8 arlos U era, P.E. Product Control Examiner NOA No 08- 0618.03 Expiration Date: August 21, 2013 Approval Date: July 24, 2008 Clopay Building Products Company • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 1 •• • ••• • • • • • • • • • • • NOTICE OF ACCEPT111SC • • ' E ID$NCIt SMUTTED • • • • • • • • • • • • • • • • • •• E. MATERIAL CERTIFICATIONS • • • • • • • . • • • • • 1. Test report on Accelerated Weai12eing IfsipgICenim AreeLight Apparatus per ASTM 0155 of Lexan SLX2432T Claar"Palgca'fbsn'it4 *parted by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -A002, dated 12/04/06, signed by Rafael E. Droz -Seda, P.E. 2. Test report on Tensile Test per ASTM D638 -96 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -T566, dated 12/04/06, signed by Rafael E. Droz -Seda, P.E. 3. Test report on Tensile Test per ASTM D638 -96 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -T634, dated 12/04/06, signed by Rafael E. Droz -Seda, P.E. 4. Test report on Self - Ignition Temperature per ASTM D1929, Rate of Burn per ASTM D635, and Smoke Density per ASTM D2843 of the Lexan Plastic, prepared by ETC Laboratories, Test Report No. ETC -06- 1024 - 17496.0, dated 05/26/06, signed by Joseph L. Doldan, P.E. F. STATEMENTS 1. Statement letter of conformance issued by Clopay Building Products Company, dated 06/13/08, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/13/08, signed and sealed by Scott Hamilton, P.E. G. OTHER 1. Notice of Acceptance No. 03- 0428.04, issued to Clopay Building Products Company, approved on 06/05/03 and expiring on 08/21/08. E -2 arlos M. Y4( era, P.E. Product Control Examiner NOA No 08 -0618.03 Expiration Date: August 21, 2013 Approval Date: July 24, 2008 4 3 2 CLOPAY MODELS 84A, 94, 98, H94 IDEAL MODELS: 4RST, H4ST, 4F HOLMES MODELS: 48 END STILLS ATTACHED 10 DOOR SKIN WITH PATENTED TOG-L -102 S1OUR. ENO SOLES HAVE (2) T00-L -150 CLINCHES AT TOP AND (2) AT 001104. ALONG THE FRONT FACE: • 21' SECTIONS HAVE (6) TO0 -1 -1011 CLINCHES: • 18' SECTIONS HAVE (4) 100 -1 -L0C CLINCHES, (1) INTERMEDIATE STILE BETWEEN EACH EMBOSS, ATTACHED WITH TOG -L -LTC 1(2) AT TOP & 80170`) URETHANE ADHESIVE (ALONG CENTER). - -► A 1 111 UPS. 1 : 1 i i yy 71II_Il 11I_II I II_II' II A i l a lingLIN_JELL.A1 III�IIIi .iIIII�IIIIL�IIII MT SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF INTER. STILE OUTSIDE KEYED HANDLE LOCATION OF OPTIONAL MEAL DOOR WIDTH a 9' -0' 578E INSIDE HANDLE 0.1151.0E SICEO LOCK 041053210202420211 SNAP 24109 LOCK OPTION LOCK BAR . *920. INSIDE ELEVATION INTER SITLE OUTSIDE HANDLE 0 -3/4' 7 -1/2' t4 GA ENO HWGFS 18 DA INILN D' ATE HA XE ME. TN. 3TEW__4L END sST U GUIDE ONE NOR OF IMPACT- HESITANT OLA28N0 W ED1ff8 TOP RECTOR MOWN) DE N201 -TO- THE -TOP SECTION (NOT SHOWN). MAX. GLAZING 5S S 18 -1/2' . 11'. GAZING S INJECTOR MOLDED GE =AN (1%24320. AN APPROVED CO2 RASE IN ACCORDANCE MOH SEE SECTION . FOR ASSEMBLY OEtA08. SEE NTERMEO. HINGE DETAIL. SEE END HINGE DETAIL. IOC( P051ON (38TH SIDES). SEE WEAR OF ERN LOCK FOR DETAILS SECTION 8 -B /'% DETAL a.� ()E78IL �1L MULTMIPoPOSE® W 045ERWE T. 0.188 �• y O i°^• ^�iRAYE TRACK CONFIGURATION SEALANT. FATE 02 03/18/01 03 04/2003 04 08/13/08 WoORTPTEN 0-40 MIN. WAS 0-80 ADDED EXTENDED HEIGHT MODELS ADDED OPTIONAL IMPACT RE5STANT TRES. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (00 S100). CENTER HANG REQUIRED FOR DOORS OVER 8' HEN. VERTICAL TRACK ATTACHED TO FUG BRACKET WITH (1) 3/8'3/4' CARRIAGE 00LT. GA GN.V. STEEL FLAG BRACKET. EACH FASTENED 10 JAMB MITN (3) 5 /18'.1 -1/2' MOOD LAG SCREWS. MART RESISTANT ONE -9ECE INJECTION MOLDED GE LEXMR 3/024321 48050 FRAME & GLAZING. POLYSTYRENE RETAINER FA01ENE0 TO FRAME MTH (tp a 3/4' PAN HEAD INSTALLER MMODDEL RETAIL MODEL DESCRIPTION 4851, 9430 842. 48 WOODGRADJ TEKNRE RASED PANEL. CALM WOFR SILLES 88 4F WOCOMMIN 102421 E. FLUSH PANEL, CALM. MITER STILES 24 GA (0.0238' MN. THICK) 005 STEEL (YIN. YIE1D 35.7 KSI) EXTERIOR SKN WITH G-40 GALVANIZING. BAKED -ON PRIMER AND A BAKED -0N POLYESTER PANTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. (AST` No. A883). LOCK BAR ENGAGES N TRACT ON EACH 510E OF DOOR. 2 -1/4.1 �•- 4 14•5/8' SNFET METAL I T---r 7 -1/2' JAMB CONFIGURATION SLIDE BOLT LOCK ENGAGES IN10 VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. l0OK OPWON_T STOP MOULDING BY DOOR INSTALLER (T0 SUIT) 20 GA MIN. GAM STEEL END STILE 2 -5 /8-x2•. 20 0A MIN. CALK STEEL I41ERM. SIRE 2"4". SHIP LAP JOINTS. SECTION A -A 2' MOCK 12 GA GALV. STEEL TOP ROLLER BRACKET (2-1/2' 4 5 -3/87. EACH BRACKET ATTACHED W /(4) $14x8/8' SHEET IETAL SCREWS 12 GA. GA1V. STEEL TRACK BRACKET FASTENED 10 WOOD JAMB WITH ONE 5/1811 -1/2' WOOD TAG SCREW PER BRACKET. 2' TAW. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/413/8' BOLT & NUT D$ 1W0 1/4" RWEIS. 18 313E W //(4) EACH }104 5/ SHEET METAL TO SCRE85 7/15• ROUND PUSNMIT S WALLED ON EACH ROLLER SHMJT. 14 04 042.4. STEEL END FINITE FASTENED TO END S1K1S W /(4) EACH 8143 /8- SHEET META. SCREWS & (4) H/4' SELF 8APPING 520185. 2. 10 BALL 51LE1 HOLLER (1- 3/16'.7/16'.4') WITH STEEL OR NYLTON TIRE TABLE 1 DOOR HEIGHT 6'0" TO 7'0" 7'6' 10 8'9" 8'0" TO 10'.` 10'9" TO 120' NUMBER OF SECTIONS* 4 7 • 9.101t AIL COM, Y OR Kt wpN '5 TRACK ATTACHED TO HORIZONTAL TRACK 819 (2) 1/5'3/4' 1980 t 8CKTS. Z' GALV. STEEL TRUCK. TRACK THICKNESS: 0.080 ". 119. 2- 1/2•x12 OA GAL%. STEEL 1RAC0 BRACKET. HEIGHT tilnilERUMErilAMINIIIMTWICIRM ' MOWN •• ON %SINN STEEL WASHERS REQUIRED? C -90 BLOCK (HOLLOW OR GROUTED) 2 •... PSI MN, CONCRETE 1/4' x 3' (1 -1/4' EMBED) ITS TAPCON CONCRETE ANCHOR (2 -1/2- CON. EDGE DISTANCE) 1 4" 4" 1 -3 4' EMBED TRIO T • _ON CONCRETE ANCHOR 2 -1 2- MPL EDGE DISTAN« 10 -1/2' 24' b7111111k7d 1" 0.0. « COED 1 • . MME *2 )23131 190IP i08. 16ll�]B 01844 NL LA..-806I3 1D^ ,912.1•WEir 1:1•ii13!L9FAx 4R 1©I 1.F ay •j,( =� ST 24 6 WASMIlilil FJni[rii4F6lF.IIIFI INCLUDED ®F1W1L5•Eii•CT�i• r.1•• im - - - - ppCIAd ®d mod' - - 13ffimi urdlillitoMMTAIIIRSIMEIMEIAM ®faRNNIESIEi3i 810 : - fL)iSllfIDiFETi51Q)iE,3' iE 3• 8 - 7BS7iffiHRETDLiTIi 'nerrIEI141G6TPSIESi FIN• :`" Cif . PREPARATION OF JAMBS BY OTHERS NOTE: THE DESIGN OF 0410 SUPPORTING STRUCTURAL ELEME1915 SHAT. 86 THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON 1435 DRAWING. • • FIORI20N1'A* •d10 (NO LO/• PROM R•• • • • • ••• FASTETER •• • • •••1`•• TYPE • • • • • • • 2x8 VTKe. • M• e•B • 1 • • • • • • • • 11••• • •• 1O 41 ••1 •• • • JAMB TO SUPPORTING STRUCTURE ATTACHMENT 1. 811 THE LOAD FROM THE DOOR IS TRANSFERRED TO TFE TRUCK AND THEN FROM THE TRACK TO THE 248 VERTICAL SW (GRADE 02 OR BETTER) JAMBS. NO LOAD FROM THE DOOR S TRANSFERRED 10 THE HORIZONTAL (TOP) JAMB. 2. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO 8E) COUNIERS(TM TO PROVIDE A FLUSH 95092ND SURFACE 3. A 1/3 STRESS INCREASE FOR WOO LOAD WAS NE USED IN THE CALCIUTION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR 51EE. CONCRETE AND MASONRY. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHAD. BE FRAYED SO0D BY NOT LESS THAN (3) 248 PRESSURE TREATED SYP (GRADE /2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI SOMME EXTREME FIBER ' STRESS IN BEND= (F.). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. D C 14 CA CALM STEEL 248 5YP GRADE 82 OR BETTER) WOOD JAMB SCULL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR • WAIL OR CONCRETE • • • END HINGE EACH CONCRETE X022004. BLOCK WALL CELLS SCULL BE FILLED WITH CONCRETE AND REINFORCED WRH REINFORCING • • BARS Ol1END040 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 THE BUILDING ENGINEER OR ARCHITECT OF RECORD. • • • FASTENED TO END STILES 81(4) #14A5/8- SHEET META. SCREWS & (4) 1/4- SELF • TAPPING SCREWS. 2 -1/4' TALL x 20 GA. GAIN. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMtNT STEEL (MILL YIELD BO KSI) NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS1 AW U -BAR. TWO U -BARS PER SECTION. EXCEPT THIRD SECTION WHICH HAS ONLY ONE U-BAR. EACH U -BAR ATTACHED WITH 1/4' SELF TAPPING SCREWS. (2) SCREWS AT EACH END AND INTERRED. STU LOCATION 13 CPA 0101. STEEL BOTTOM BRACKET (3 -1/2" x 0 -1/2') 11110TED WITH (2) 814x5/8' SHEET METAL SC • • BUILDING TYPE • • • • • • •DDISTAEN •BETWEEN FASTENER TYPE MOWN •• ON %SINN STEEL WASHERS REQUIRED? C -90 BLOCK (HOLLOW OR GROUTED) 2 •... PSI MN, CONCRETE 1/4' x 3' (1 -1/4' EMBED) ITS TAPCON CONCRETE ANCHOR (2 -1/2- CON. EDGE DISTANCE) 1 4" 4" 1 -3 4' EMBED TRIO T • _ON CONCRETE ANCHOR 2 -1 2- MPL EDGE DISTAN« 10 -1/2' 24' 1' OR 1" 0.0. « COED 1 • . WOOD "0AA" /000 PIN MN. CO «■ - *2 )23131 190IP i08. 16ll�]B 01844 NL LA..-806I3 1D^ ,912.1•WEir 1:1•ii13!L9FAx 4R 1©I 1.F ay •j,( =� ST 24 4 2-4 251'+?I:lS1i 1 2 x 4 2 -1 Z EMBE01:P0�fEVGaTi'7.TF.pf:`7 ®CRT- `hWE'`.Iyl ^[9 24 INCLUDED ANCHOR1SC YJ STARING HIGHEST SCREW INSTALLED ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. EXTRUSION ATTACHED WITH /8x1 /2' SELF TAPPING SCREWS AT 18' ON CENTER SPACING ((8) SCREWS ON 9'1/ 000R]. 4 3 ® C8®pay Building Products Company TOLERANCES UNew sated °thereto AS HIGH AS ETLHE �RROOP M=G T, CENTER DISTANCE SCOTT 1UMg70N, P.E. FLORIDA P.E. No. 83288 • • • S• • •1••• • • DESIGN LOADS: +42.0 PSF & -48.0 PSF. .00 a 4.03 X010 0 4.015 .0000 4.007 004Yee0 = 41/2' NOTED DATE• 06/13/08 PAGE: 10F1 NAx. SIZE 9'0"W x 12'0'H CLOPAY INL� G PRODUCTS 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 DRAMS BY' SH DE5061PTRBN SINGLE CAR W7 PAN DOOR WITH IMPACT RESISTANT LUTES CHECKED BY: SH B DRAWING MOTHER, 101702 MID 2 A