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WS-10-553Inspection Number: INSP - 140667 Permit Number: WS -4 -10 -553 Scheduled Inspection Date: April 19, 2010 Inspector: Bruhn, Norman Owner: DAVIES, GWYN Job Address: 156 NE 91 Street Project: <NONE> Miami Shores, FL 33138- Contractor: ACTSYS DOOR SYSTEMS INC. Building Department Comments April 16, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1131010190060 Phone: 305- 229 -4007 REPLACE OLD GARAGE DOOR WITH NEW HURRICANE APPROVED GARAGE DOOR Passed V Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 22 of 28 Project Address 156 91 Street Miami Shores, FL 33138- 1131010190060 Block: Lot: GWYN DAVIES Owner Information GWYN DAVIES Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Contractor(s) ACTSYS DOOR SYSTEMS INC. Phone 305 - 229 -4007 Cell Phone Type of Work: GARAGE DOOR No of Openings: 1 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $1.20 $0.40 $110.00 $9.00 $50.00 ($50.00) $1.60 $122.20 Address Building Department Copy Parcel Number 156NE91ST MIAMI SHORES FL 33138 Authorized Signature: Owner / Applicant / Contractor / Agent Phone Valuation: Total Sq Feet: Pay Date Pay Type Amt Paid Amt Due Invoice # WS -4 -10 -37464 04/07/2010 Check #: 6138 $ 72.20 $ 0.00 Invoice # WS -4-10 -37465 04/01/2010 Check #: 6135 $ 50.00 $ 0.00 Applicant Date Cell $ 1,200.00 64 Available Inspections: 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. April 07, 2010 April 07, 2010 1 Inspection Type: • BUILDING PERMIT APPLICATION FBC 20 Permit TypeAMINetiiiii&AL Owner's Name (Fee Simple Titleholder) "iW r DAV re Phone # Owner's Address S ( i a.. 9 1 TZ- €f City l F124.. State t.AD 0-t.47 j4 Zip 3 31 3 t Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip 33 `3s FOLIO / PARCEL # Is Building Historically Designated YES NO Value of Work For this Permit $ 11 I S tJL7 Type of Work: ❑Addition Describe Work: 2 - . ` q et Q Q rc1 J Ed o r•a Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ❑Alteration 15 Co 1,1 • E . 1 ST Permit No. \A ( J 1O .-533 Master Permit No. Phone # Flood Zone • Contractor's Company Name Pc - r 5`(5 Doo2. � - Nf s- re j J. 1 TaC,Phone # ,dos - 22.9 •ge$0 Contractor's Address $37o s 3a. Te r City 1--A ; earn 't State F - Zip 331 SS Qualifier Name M ; A ws ®n , 'T! Phone# 3 o 229 - yoo 7 State Certificate or Registration No. Certificate of Competency No. 0 - 0 00 5 Contact Phone 3 05 - Z 2- 1 Lko o) E -mail Architect/Engineer's Name (if applicable) Phone # * * * * * *, ** * * * * * * * * * * * *** * *** *** * * * * * *** ** F ees * * * * * * * * * * ** * * * * * * * * * * * * * ** , * * * * * * * * * *, * * * ** //Q d Submittal Fee $ '*- Permit Fee $ Notary $ � Training/Education Fee $ 0 . "'Scannin $Q 4 "' V Radon $ DPBR $ Double Fee $ Violation date: Square / Linear Footage Of Work: ( ❑New N g Repair/Replace CCF $ �'� CO /CC $ Total Fee Now Due $ k • ❑ Demolition Technology Fee $ 1'CQ-O Bond $ See Reverse side -- • Bonding Company's Name (if applicable) Bonding Company's Address City State • - Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 Or or the first inspection which occurs seven (7) days after the building permit is issued. of such posted notice, the i nspection will not be approved and a reinspection fee will be charged. Signature X. Owner or Agent The foregoing instrument was acknowledged before me this day of n 20 16 , by who is personally known to me o o has produce APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) identification and who did take an oath. NOTARY PUBLIC: Sign: S Print: FRANCIS A REBELLO My Commission l g� y *= MY COMMISSION # DD798265 EXPIRES June 16- 2012 (407) 398 -0153 FloridallotaryServke.com UA-. 9 is Plans Examiner Engineer Zip Contractor The foregoing instrument was acknowledged before me this L day of 1 a.reW ,20tV,by ergs wally known to m) NOTARY PUBLIC: Sign: Print: My Co or who has produced as identification and who did take an oath. `' FRANCIS A REBEuA ftmyscOMMISSION# DD798265 EXPIRES ,dune 16, 2012 (407) 39841153 10ric N i x.. A..*. Z.. A.... A.. fC. Z.. Z.. Z.. Z.. C. A..*. Z.. jC.*..*.. J...(.. Z.* Z.. I Y*. J...... t.. l...*' J 1 Z.. Z.*.)... x..*. x.. Z.. J...(.. A.... C . x..*...) 1 ..l..*.(.. Z.. x.. x.. x.. J.•• C .*.. k*. A.. x.*. x.. b.. x.. x.*. J x.. A.. J..*. Z...*... x.. Z.. 1C * y t.. Z ..x..x..Z..*..Z..) 'Zoning • Clerk checked • • • Wind Load Door Measurement Sheet Please send Completed information for each door via e-mail (preferred), fax, or post to: E -mail: engineeringdept(amarr.com Please place "Wind Load Door Measurement" in the subject line. Fax: (336) 251 -1908 or (336) 251 -1901 Engineering Dept Attn: Windload Door Request Amarr Garage Doors 165 Carriage Court Winston - Salem, NC 27105 Required Dimensions: 1) Door Openings (Width x Height) 2) Mean Roof Height. Also known as average roof height. This is found by taking the distance of roof peak from the ground plus the distance of the eave from ground and dividing the sum by 2. Example: 10' from ground to save and 20' from ground to roof peak has a mean roof height of 15' (20' +10')/2 =15'. 3) Measurement from door opening to the nearest corner of the building. 4) Building footprint (length and depth of building) ow 6R ®bA b a 1) Picture of building taken from the curb (or front of house). p ' 1 2) Picture showing door opening and the nearest comer of the building. Oi W 1 Neeo0 - Required Photographs: Required Information: �1 Home or Building Owner: � '/` Street Address: / J� L` . L 17 *-4 City: I r v { State: Florida Zip Code: 33/ County: Dade (146 mph Exposure C) ❑ Broward (140 mph Exposure C) Dimension #1) Door Opening: Width x Height "' (Example 15' -6 ") u Dimension #2) Mean Roof Height: = 10/6 ► $ i a Gc = in d Dimension #3) Distance from door opening to nearest corner of building: ;L Dimension #4) Building footprint sketch with dimensions. Provide in space below or on separate sheet G ARAGE D ORS fo BHG 9 -07 (P-1 T f x • • • • • •••• : • "• Miami Shores, FL 33138 • „ k rI• • •• • • • • • STRUCTURAL SOLUTIONS, P.A. Project No.: 10 - 002 5921 -G West Friendly Avenue Date: 3/19/201 Greensboro, North Carolina 27410 The following Design Pressures have been calculated in accordance with ASCE 7 -05, Section 6.5.12.4.1 for Components & Cladding, based upon the design parameters listed below. • • • Building Address: 156 NE 91 Street • ....•• •••• •••• etan r� ; o niEtuilttji • • •••• Garage Door Windload Design Pressures Positive Design Pressure = 40.9 psf Negative Design Pressure = -46.4 psf Design Assumptions: The building is considered "Enclosed" as defined in ASCE 7 -05 The Importance Factor and Topographic Factor for the building are both 1.00. The building and garage door measurements shown above were provided to Structural Solutions, P.A. by others. These calculations do not address the structural adequacy of the jambs or other supporting structure. These calculations merely determine the Design Wind Pressures for the given garage door size and building geometry. The Building Official has final authority to determine the suitability of the actual conditions where the garage door is located. This document is only to be used in conjuction with Amarr Garage Doors ® ® © ® peeee geeel#p < L.S Ate No 0048579 i 4 1/44 8 0 N A 1- Thomas L. SheInibi t e, PE STRUCTURAL SOLUTIONS, P.A. Florida PE# 48579 Garage Door Width: 8 ft Garage Door Height: 8 ft Basic Wind Speed: 146 mph Exposure: C Mean Roof Height: 12 ft brizontal Dimension of Building: 49.8 ft timer to edge of garage door opening: 2.75 ft Roof Slope: any slope J:\2010 Projects \10 -002 Amarr 2010 Retrofit Doors \156 NE 91 Street Mlami Shores FL 33138 \Garage Door Pressure Calculator.xls 3OEIIIIIS APR 0 12010 Mami Shores Vill-_ge APPROVED BY DATE ZONING DEPT /A WITH All i'( RULES AND REGULATIONS C) BLDG DEPT SUBJECT (0 CCMPUANCE STATE ANL) CO UN FEDERAL • • • • • •••• : • "• Miami Shores, FL 33138 • „ k rI• • •• • • • • • STRUCTURAL SOLUTIONS, P.A. Project No.: 10 - 002 5921 -G West Friendly Avenue Date: 3/19/201 Greensboro, North Carolina 27410 The following Design Pressures have been calculated in accordance with ASCE 7 -05, Section 6.5.12.4.1 for Components & Cladding, based upon the design parameters listed below. • • • Building Address: 156 NE 91 Street • ....•• •••• •••• etan r� ; o niEtuilttji • • •••• Garage Door Windload Design Pressures Positive Design Pressure = 40.9 psf Negative Design Pressure = -46.4 psf Design Assumptions: The building is considered "Enclosed" as defined in ASCE 7 -05 The Importance Factor and Topographic Factor for the building are both 1.00. The building and garage door measurements shown above were provided to Structural Solutions, P.A. by others. These calculations do not address the structural adequacy of the jambs or other supporting structure. These calculations merely determine the Design Wind Pressures for the given garage door size and building geometry. The Building Official has final authority to determine the suitability of the actual conditions where the garage door is located. This document is only to be used in conjuction with Amarr Garage Doors ® ® © ® peeee geeel#p < L.S Ate No 0048579 i 4 1/44 8 0 N A 1- Thomas L. SheInibi t e, PE STRUCTURAL SOLUTIONS, P.A. Florida PE# 48579 Garage Door Width: 8 ft Garage Door Height: 8 ft Basic Wind Speed: 146 mph Exposure: C Mean Roof Height: 12 ft brizontal Dimension of Building: 49.8 ft timer to edge of garage door opening: 2.75 ft Roof Slope: any slope J:\2010 Projects \10 -002 Amarr 2010 Retrofit Doors \156 NE 91 Street Mlami Shores FL 33138 \Garage Door Pressure Calculator.xls 3OEIIIIIS APR 0 12010 • • • .• MIAMFOAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors. 165 Carriage Court Winston - Salem, N.C. 27105 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 • • accopted by the board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where alloavaei •by the Autix ity Having Jurisdiction (AHJ). • Tli,i$ J Qp shall'tot De valid after the expiration date stated below. The Miami -Dade County Product • • Control bivisian (in Miami Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve tie righttp )} §ve this product or material tested for quality assurance purposes. If this product or mfitttrat fails tQ p4 c rm in the accepted manner, the manufacturer will incur the expense of such testing • and lte iJ may •i amediately revoke, modify, or suspend the use of such product or material within • • theiriepisdiction. reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product t;5i?t1ol Division that this product or material fails to meet the requirements of the applip Mire buil4ln& Lode. Thii product is•a pro red as described herein, and has been designed to comply with the High Velocity Herficask Zone of the Florida Building Code. DESCRIPTION: Model 950 Heritage 1000, 2000 Short, Long and Flush Panel. 9 1 / '" • P P I " W� �� APPROVAL DOCUMENT: Drawing No. MC-9509-189-21-1, Sheets 1 through 2 of 2, titled "Mo 950 ci - �ri°{" Heritage 2(100 • ge Short Panel, Long Panel, and Flush Panel ", dated 04 /09/07, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shehnerdine, P.E. Bearing the Miami -Dade County Product Control Approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile. 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 and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 375 -2908 www.miamidade.aov/buildinacode NOA No: 07- 0619.02 Expiration Date: September 6, 2012 Approval Date: September 6, 2007 Page 1 : 1 • • • • . ' • • • • • • • Amarr Garage Doors. • • B. TES•'S•• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS: 1. Drawing No. IRC- 9509 - 189 -21 -I, Sheets 1 through 2 of 2, titled "Model 950 Heritage • ••• 1000, 2000 Short Panel, Long Panel, and Flush Panel ", dated 04 /09/07, prepared by • •••• • . Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, PE. • • • • • • 1. • • •Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air •••• • „ • ressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS • • • • • • • • ..203 for a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, • • •: •In¢., Report # ATLNC 0326.01 -07, dated 05/08/07, signed and sealed by David •• •• •••WI Johnson,P.E. •••• 2. • Test report on Evaluation of Painted or Coated Specimens Subject to Corrosive • • • • • • • • • • E per ASTM D1654 & ASTM B117, prepared by ETC Laboratories, • Report # ETC -03- 816 - 13287.1, dated 07/15/03, signed and sealed by Joseph L. Doldan, P.E. C. CALCULATIONS: 1. Calculations prepared by Structural Solutions, P.A., Project 07 -019, dated 04/18/07, signed and sealed by Thomas L. Shelmerdine, P.E. D. STATEMENTS: 1. Code compliance and no financial interest letter issued by Structural Solutions, PA., dated 06/06/07, signed and sealed by T. L. Shelmerdine, P.E. 2. Notice of Acceptance request letter issued by Amarr Garage Doors, dated 06/11/07, signed by Danny Joyner, Applications Engineering Manager. E. MATERIAL CERTIFICATION: 1. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Report # HETI- 07 -T682, dated 04 /19/07, signed and sealed by Candido F. Font, P.E. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No 07- 0619.02 Expiration Date: September 6, 2012 Approval Date: September 6, 2007 • • . • ... • • • ..• • • • • • • • • • •. • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • .•• • • • • •.• • O 1>P ROLLER BRACKET ATTACHED 04/14) 154' 3/4' PC( PEAR SCREWS PER )RACKET (I) 3 5/0' X 22 GA R TRUSS ATTACHED V/ C2) 1/4' X 3/4' HEX HEAD SCREWS PER STILE 5/18' x l 5/0' LAG SCREV (D PER AVID 1RACKET 3 3/4' KIN STEERED, r CD V4'20 x S/B'TRACK SPLICE BELT AND NUT M- ANS BRACKET TYPICAL TOP FIXTIBtESO NTS. 2' D IALI. STEEL ROLLER V/9' STEM AND CO) 7/10/ T RETAINER USED FOR THREADED FASTENERS CD 20 GA CONKER STILES ATTACHED WITH CB) TOG -L-(DC AT THE EP AND BUTTON RAIL AND A11ESIVE TO TETER R FACE INSIDE ELEVATION NTS TRACK MOIINTIN(; DETAII N7.& 3 5/13' 228. R -TRUSS ATTACHED V/ (2) V4' x 3/4' HEX HEAD SCREWS AT EACH CENTER STILE 0. 03 518. R -TAUS i TRACK THOME= .0222' TYPICAL DURASAFE CENTER HINGE® NT% ST HTE]OBLE 9FAL SIPPUED BT INSTALLER) SLR HINGE ATTACHED V/ C4) 114' x 3/4' HER HEAD 3(7EV5 2D D. GALV. STEEL DO STILE ATTACHED WITH (7) TOG-1 -LOO TO IIMRS SON AND C2) TOG -L-LOC AT THE TOP AND HOTTER RAIL 20 6A GAO/. STEEL UNIVERSAL DOUBLE END STILE ATTACHED V1TH (2) RIVETS (R TOG -L -LTC 70 DOORS SCI AT TOP AHD WWI COOT VERTICAL AAYE 278 24100 PRE MA 2 OR RET0ER) • • • • • •• •• •,_ 8 � , 101 , R y2 � • • • / G GALVANIZATION ADD • • • • • • • • • ORM ON PELTESTER FDO144 • • • • • • • • • • • • ••• ••• • •• • TIREADED SHAFTS PER ROLLER AND (U RETATISER USED t., ,L_., A 2' D WS AN SN.L STEEL ROLLER M • • • at L Ott RIAMET- 3 S/8' 220* R -TRUSS ATTAOEO V/ (4) 1 /4' M SAD' HEX HEAD SCREWS 2' 206A STRUT ATTACHED 4/ (2) V4' X 2/8' HEX HEAD SCREWS AT END AND CENTER STILE 2' O BALL STEEL RO.LER V/9' STEN ARO (I) RETAINER USED FOR THREADED SHAFTS PER TELLER TYPICAL RASAFE END HINGE Ta78 DEA -_ • • • ••(44 p GA •• ATT p • 77W 4'x Ks NSi • • • • 1 • ATTACHED TO END STILE W/ (3) HH' + 3/2' HEX NEAR SCREWS PER CARRIER TYPICAL BOTTOM BRACKET/ ,N \ .. - ' 0 . 12 T;ii68t0 N7.3. l � T J / SLIDE LOCK ENGAGES INTO VERTICAL TRACK ON BOTH SIDES 5/0' 011N ENGAGEMENT COFURIRNG TO SFBC 3603 -2. (SNAP LATCH. OR LOCI( BAR OPTIONAL, ATTACH V /C2) 1/4' 3/4'1E0 HEAD SCREWS IDT78M BRACKET Is GA ATTACHED V/l3) 1/4' X 5/8' HEX HEAD SCREWS WITH A 13 GA BRACKET SLIDER WOOD JAMB ATTACHMENT TO STRUCTURE 2 X H 05P(MIl 00 ATTAITAA NT )a fl TANN 50069171 8/IE' X 3' VA BARB STAHO0 r TRY ORS D2H 24 a0. (5 1/4' •am55 05.D RN RV SAT X 4' STRAW (r *08 ORS DUN 24' 2222 (2 1/2' MEMO) KO NEM ANWAR3/r X7-2 /4 SUNTAN r HmK DOS DAR so' 1022 0 V4' OIRURa01) 5/2' ILSU ®OEM (120414n SAF X t STARTNR r FREN cos DEN 74 no (2 I N A WDDNStl .HA. ATTNTHPM( la 54.85 gaz NIA R�SpUR� A ART 3/S X 2-) /e SIAROO r Haw 00R 1242. 1242. (r AA () 1/4* A/ 1/4* MIMEO. (T 'PAI O / AT HY 2-3/4. O ) STAR(M)0CHRA US[ TAMS OF •Am MO BSTB 1CM eL IOA(AO1 P 8 m OW(A EY®H MINIM W0( MINIM NM Ma= EOM Oatalot 2-3/4" N.T.S. MAX 920 9' X 14' SECTION A - A (BODE VIEW) REY DL01Ptlff ff SOWS A ROM ma= 15 PAR T DESIGN LOAM +37.0 PSF -97.0 PSF LARGE 1AISSIE IMPACT RESISTANCE SAW 4(T 13 GA COMERCIAL FIXTURE ATTACHED V /14) V4' x 3/4' •EK HEAD SCREWS AT EACH END STILE AD.AATASLE SLIDE BRACKET ATTACHE VICE) V4' x H/2' IIELT AND NUTS TOP SECTION 3 5/81( X 22 GA GAIN. STEEL R -TRUSS ATTACHED ON CENTER OF SECTION V/ 0 1/4' x 3/4' HEX HEAD SCREWS AT EACH STILE ENO HDLT (4 GA 3 S/B'H X 22 GA GAL V. STEEL R -TRUSS ATTACHED (11 -.PER SECTICH V/ (3) I /4' + 3/4' HET( READ SCREWS AT EACH END STILE AND (3) AT UNIVERSAL DOUBLE END STILE AND (2) AT EACH CENTER STILE (1) Z• 20 GA STRUT ON BOTTOM SECTION BOTTOM BRACKET ATTACHED V/ COV4'83/ HEX HEAD SCREWS eneRitHRWER MODE7. 950 HERITAGE 1000. 2000 Short Panel, Hang Panel. and Flush Panel SA DRAWN SS ME 04 ? MATIO•IBFR B DED® BI ME owro ANC- 9509 - 189 -21 -I 019UR DUOS SLOW S SE No, CODA 9117 16I SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +258.5 LBS/FT & -301.5 LBS/FT 3. DOOR AND HARDWARE WALL BE DESIGNED, MANUFACTURED AND INSTALLED NTH STANDARDS AS SET FORTH BY DASMA, 4. DOOR SECTIONS SHALL BE 24 GA. (.022) MIN. EXTERIOR SKIN ROLLED FORMED. G-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH & DOORS UPTO 7'O' HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8' R -TRUSS PER SECTION AND (1) 2' 20 GA STRUT ON BOTTOM SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 2 7. SUPPORTING STRUCTURAL. ELEMENTS SHALL BE DESIGNED BY A REGISSTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWMG IN ADDITION TO OTHER LOADINGS. 8. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURES DESCRIBED IN *SRA 6330 -02. ASCE 7 -02, AND FLA. BUILDING CODE PROTOCALS TAS 201. 202. 203 WAND LOAD DESIGN CRITERIA 9. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRI DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COL AND TENSILE TESTED ACCORDING TO AMA E -8 BY A DADE COUNTY APPROVED LAB SELECTED MD PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECSIENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY 000.5 WITH YIELD STRENGTH OF 34,800 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE A 13 GA FLAG BRACKET ATTACHED TO V® JAMB V/ (3) 5/16 DIAL X 1-5A2 LAG DOLTS Aim TD TRACK V/ (4) I/4'-20 A 3/8 TRACK SPLICE BOLTS AND WTS j � I SPLI CE TRACE AT A K LOCATION W/ Q 1/4'20 TRACK SPACE 901.15 8 NUTS LAO 8Q' S AVM 12114 TA she' DW A i-5/3* 1' • (1) 9/18' OA X 1-9/9' LAO BOLT ATTACKED TO JAYS AT EA JAMB 2RAOMI SEE CAMS 21 'DR JAMB BRACKET SPADING • • • TRAP( 1:1201DJRATION FOR 8'8" UP TO II TAO. 00C ) • . • •• •• • • • • • • • •• • • • • • • • •• • • TABLE 1 GALV STEEL 816581 ? IWACT VPIRIV ERNE 12 OA DALY. S1EFL A BRACKETS 1) 1/4' -20 X 5/9 TRACK SAUCE 812T It NIT 233' GALV STEEL EXTERIOR IMPACT VDmDV FRAME • TIVE PyASTIfItigitMr2 24 W STEEL DOOR MI y16 SAWA= 11412/47511 GLASS WIN .090 PBX ME 56 •• • • • • - • • • • TO EN USED 2 TIE STEEL CAIDR°E DIPACT ,3 1 "'RAW. 288)2 m 311/64' X 1/2' SCRCV - YSED TO TASTER DECORATIVE PLASTIC POLDER VIN1OV 2RME 10 THE ASSENB.7 ••• • • • • • • • ItanISI 9•12 JHPACT VINDOV DETAIL. • • • N.IAS. • • .• r• • a TABLE 2 INTERMEDIATE SECTION GLAZING OPTION DETAIL N.TS. SIPDIDO 23-408 SIRUCRRAL ARC8IVE •:•:• TRACK ATTACHMENT' SPUCE ©Q©Q©vis0©Qm©flm©m ©© ® ®©6©©®6--11011-r K.K mg fir" 'V iiSAI U:_P IM mil`, ? 151i5115114400112111/3C3CilligliMIEMIIIEMI I MIE5111151Elth DU 5 11120 78" Q '®'� 114" ECIIIME0111311 INTERIOR OF GARAGE —► MAX WIDTH 9 +-- l---- --1111 DESIGN LOADS +256.5 LBS/TT SEE NOTE 2 -301.5 IBS/FT DIPACT GLAZING FASTENER DETAIL N.TS. 5) A =SPIN IE1M AGED RE TM W PALE 2 Lux SZ€ DESIGN 1.028! +57.0 P5F -87.0 P5F LARGE MKSLE IMPACT RESISTANCE 4d 80487 984 111/ 84/1/11 B owe BT 86 DATE 59/17 813 1-3.01 MW MRT VICTIM -W CM 02 in”{ WYJ1XMOn8 MODEL. 950 ESRITAGS 1000. 2006 Short Panel. Long Peal. and Plash Panel WAINNLMER RC- 9509 - 189 -21—I DIEM MILS L SINEW PL IG b UI869 9401 2 IY 2 9T 21 • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • • •