Loading...
WS-13-3Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 183599 Permit Number: WS- 1 -13 -3 Scheduled Inspection Date: January 28, 2013 Inspector: Bruhn, Norman Owner: RITTER, STEVEN Job Address: 29 NW 105 Street Miami Shores, FL 33150 -1241 Project: <NONE> Contractor: JULIAO GARAGE DOORS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1121360050300 Phone: 305 - 826 -0250 Building Department Comments REPLACEMENT OF GARAGE DOOR infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Inspector Comments /z264/7c__ Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 25, 2013 For Inspections please call: (305)762 -4949 Page 15 of 28 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 i.DING PERMIT APPLICATION Permit Type: UILDING JOB ADDRESS: as NW 105- SI' City: FBCC20' Permit No. i � 2 Master Permit No. ROOFING Miami Shores County: Miami Dade Zip: 33 150 Folio/Parcel #: r ' 21310 ^ OO S - 030) Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): El ik r S r€vfr / Phone #: Address: 'acA N,U1i`ir 1 US S1 • City: 4l 'UM( 1110t11 State: FL Tenant/Lessee Name: Phone#l( Email: Zip: 33 15b 305-)i51-3? z CONTRACTOR: Company Name: Ju i to Cso t 0 gi " Address: i Y U W lc-4 (SI- . #1L-1(4. YY " City: \< <I Li l "t (1L-j s State: V—(_ Zip:3R)./ co Phone #:OX,C/O 3-1- o 4 60 State Certification or Registration #: Certificate of Competency #:� "t C Xes l)O, b Z Contact Phone #: Email Address: `\ QCkYGl f? o�p1� ► 1•l�ti i Call DESIGNER: Architect/Engineer: V J Phone #: phone(i)r) 8 2 U Qualifier Name:TO T1U1(61 0 Value of Work for this Permit: $ VLA 03 - (0 Square/Linear Footage of Work: Type of Work: °Additiyoon� ,' °Alteration Description of Work: M `Attu( ( f UNew OK-pair/Replace c� CjurGciq °Demolition Color thru tile: * ** * * * ** **** * *** * ** * ** ********* Fees**** ****** * *** * * * ****** ** * ** *** * * ** * ** ****** Submittal Fee $ —'y- , : 'ermit Fee $ //'9' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Edueation Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ � 6 e !OL° • 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, 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 iss -'d. ` n the abs of such posted notice, the inspection will not be approved and a rei spection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this 12 day of 20 }h , 20 $, 2, by alt vQ h Palo who is personally known to me or who has produced #2J t'i1, —as identification and who did take an oath. NOTARY ; UB _ C: Sign: Print: Signature actor The foregoing instrument wa cknowledged befo e this 2 b day of 12 , 20 i 2 , by 'QSC. L.- JU i r.' who i ' ersonally known> me or who has produced Y as identification and who did take an oath. NOTARY PUBLIC: My Com ` ission Expires: APPROVED BY YARET K CASTILLO Notary Public - State of Rorida My Comm. Expires Sep 28, 2016 Commission # EE 208866 1 Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk STRUCTURAL SOLUTIONS, P.A. 5921 -G West Friendly Avenue Greensboro, North Carolina 27410 NC Firm #C -1096 Garage Door Windload Design Pressures Project No.: 12 -002 Date: 12/20/2012 The following Design Pressures have been calculated in accordance with ASCE 7 -10 Chapter 30 Part 1 for Components & Cladding, based upon the design parame using the Load Combinations in Section 2.4.1. Building Address: 29 NW 105 St Miami Shores, FL 33150 Garage Door Width Garage Door Height: Basic Wind Speed: Exposure: Mean Roof Height: Least Overall Horizontal Dimension of Building: Distance from left building corner to edge of garage door opening: Distance from right building comer to edge of garage door opening: Roof Slope: 175 mph C 10 ft 33 ft 1.5 ft 41ft any slope Positive Design Pressure = Negative Design Pressure = 35.4 psf -40.0 psf Design Assumptions: The building is considered "Enclosed" as defined in ASCE 7 -10 The Topographic Factor for the building is 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. Evaluating the structural adequacy of the jambs or other supporting structure is not the responsibility of Structural Solutions, P.A. This document is only to be used in conjunction with Amarr Garage Doors 0 NCI= r ALL FEDERAL I_ _.; ,'J -'U_,4 70N5 STRUCTURAL SOLUTIONS, P.A.* ( *dba Structural Solutions of North Carolina, Inc., Firm #29412) Thomas L. Shelmerdine, PE (Florida PE #0048579) J:\2012 Projects \12 -002 Amarr 2012 Retrofit Doors\29 NW 105 St Miami Shores_FL_33150 \Garage Door Pressure Calculator 7- 10.xls 021 iv iliac / 1- g 4.60 te 30 -SS' 361 5 0 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mlamidade.sov /pera/ Amarr Garage Doors. 165 Carriage Court Winston Salem, NC 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 and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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. DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 9' -0" Wide APPROVAL DOCUMENT: Drawing No. IIRC -9509- 180 -21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels ", sheets lthrough 3 of 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Tomas L. Shelmerdine, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 NOA # 09- 0604.03 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 12- 0228.12 Expiration Date: September 4, 2013 Approval Date: May 3, 2012 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC- 9509 - 180 -21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels ", sheets 1through 3 of 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report # A7420.01- 106 -18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202 -94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01 -11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 12- 0228.09" "Submitted wider NOA # 08- 0718.01" 3. 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 along with marked -up drawings and installation diagram of 9'x 7' Model 950D Heritage with Durasafe, 24 ga, Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01 -03R, dated 06/22/2006, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 03- 0502.01" 4. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No. 3DM 297, dated 04/09/2003, signed by Robert Kelly. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, F.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/18/2012, signed and sealed by Tomas L. S lmerdine, P.E. 4flydi2. Carlos M. Utrera, P.E. Product Control Examiner NOA No 12- 0228.12 Expiration Date: September 4, 2013 Approval Date: May 3, 2012 E -1 13 GA GALV. COMMERCIAL TOP ROLLER BRACKET ATTACHED VR4) 1/4' x 5/8' HEX HEAD SCREWS PER BRACKET ADJUSTABLE ROLLER CARRIER ATTACHED V/ (B) 1/4' x 1/2' DIRT 6 NUT PER BRACKET 3 8/8' 22GA R -11035 ATTACHED W ON 1/4' x 8/8' HEX HEAD SCREWS AT EACH CENTER STILE IY 10 BALL STEEL 5' STEM ROLLER TYPICAL TOP FIXTURES (.11.8. SEE (TABLE ID 11N PAGE 2 FOR 'RECOMMENDED SECTION CONFIGURATION 140AA•DURASAFE CCE/NTTEERR 1/4' ATTACHED ILEX HEAD SCREWS TYPICAL DURASAFE CENTER HINGE N.T.S. �rra1�L.11_'i' 1 Dal ON 'Y�3�R1G7�JI;� LDCATIDN "I S2T� 4 PLACEMENT 3 -9' -0' MAX INSIDE ELEVATION N.T.S. ADJUSTABLE SLIDE BRACKET ATTACHED VAR) 1/4-20 x 8/8' TRACK SILTS AND 14 GA DURASAFE AJUSTABLE . 2OLLER CARRIERS ATTACHED T11 3 8 /11' RNA R -1M1SS W /(B) 1/4 x 8/8 HEX HEAD 3 8/8. 28G& ATTACHED 14/ (44)) 1/4' x 8/B' HEX HEAD SCREWS 33/4' 6@L IDOR00N 14 (G1. DURASAFE EM) HINGE ATTACHED HEX )EAD4SCREWS 4GA. Duman ROLLER CARRIERS ATTACHED TO )D STILE V/ (3) 1/4' x 0/8' HEX HEAD SCREWS PER CARRIER (TAME MR 88121)1 0P 0043 GE 2 2' 10 BALI. STEER. 9' 1013 STEM MILLER SLIDE WIC( H38NIES ARI VERTICAL TRACK IN BOTH SIDS 5/8' M111 INW8E1ENT (SNAP LATCH. C( LOCK BAR 4 � AT�TACHS V/(8) 1/4' x SC TYPICAL DURASAFE END HINGE N.T.S. EF12YJBLE 343 ( ED BY INSTALLER) (3) 80 GA CENTER STILES ATTACHED WITH Q'O TOG-L -LOO AT THE TIP AND BOTTOM RAIL AND ADHESIVE 18 INTERIM FACE 2' THICK 9 2/BAKED G4 POLYESTER FINISH • STILE STIFFEVE88 CO LOCATED IN HINGE MILE(S) MI TOP SECTI@1 DS.1 10.25 FOR S1RUT ATTACHMENT QF STRUT TYPICAL STILE STIFFENER %c1 80 GA GAIN. STEEL 2143 STILE ATTACHED V1TH (7) 1136-1 TO DWRS SKIN AND 2) TOG -L -LOO AT mum T (1) 7/18' 1)10. ROLLER BOLT RETAINER PER 9/16• x 18/8' LAO 8• ifOGA. STRUT JAMB T ATTAINED /4' 11 V/ �V4•XD/B' 8/841 X 82 GA 2' OALV. STEEL TRACK (1) 1/4-20 x 9/8?RACK (3 8/8' R- TRUSS) TRACK 110004280 .083' SPLICE BOLT AND )MIT PER CONE. VERTICAL JAMB JAMB BRACKET TRACK MOUNTING DETAIL (NO. 2 on �j N.TS. HEX HEAD SCREWS AT END AND STILES 3 GA COMMERCIAL TIP FIXTURE ATTACHED V/ (4) 1/4• x 5/8' HEX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED V /(2) 1/4• x 1/2' BOLT AND NUTS R- TRUSS PER SECTION 14 G S (SPLICD 02. FLAG BRACKET ATTACHED TO WOOD VV /NCO 9/16 DM. X 13/8' LAO BOLTS AND TO TRACK V/ (4) 1/4' -00 x 5/8 TRACK SPLICE DOLTS AND NUTS TRACKS AT 1188 LOCATION /PUCE 201.19 TO J WIN (3) /1 Wa 1 -B/8 " LA0 BOLTS 8/18' DIA x 1-8/8' T ATTACED TO JANE AT EA JA1H0 BRACKET 3 8/811 X BE GA (3 8/8' R- TRUSS) DALV. STEEL R -TRUSS ATTACKED V/ (4) 1/4' x8/8' HEX HEAD SCRLVS AT EACH END STILE AND (8) 1/4• x 8/8' HEX HEAD SINS AT EACH CENTER STILE BOTTOAT M PANEL . STEEL RETAINER =Tom SEAL SECTION A -A (SIDE VIEW) N.T.B. 12 OA. DAIS. STEEL JAM BRACKETS ATTACHED W/ (1) I/4' -28 TRACT SPLICE BOLT & NUT SEE (TABLE 3) ON PAGE 2 FOR JAMB BRACKET SPACING TRACK CANFlOURADON FOR S'6" UP TO 14' TAIL DOORS LARGE. V I SLE HIV PACT RESISTANT 8'S" BALL 4 ROLLER 1� ATTACHED W /(3) 1/4' X 5/8' HEX READ SCREWS TYPICAL BOTTOM BRACKET® 117.21. PRODUCTIIEVISEID O 261104214 A1ealIDHaOD ADOgM .. r. -,. FEY LORI OF MINNS BEE BY A 692.2101107.191 1I0E.82&IT,0IU 11IF11-03 97 B IMAM MSC 200 131/13/11 0C MAX SIZE 9'x14' DEMON LOADS +31.1 PSF -60.3 PSF LARDMISSLE ACT RESISTANCE 168 CARRIAGE CDIR7 VINSTON- SALEM. CSC. 87103 14WMIARR2011 MODEL 080 =VASE (24 OA) 1000, 8000 MODEL 600 OAE SUMMIT (24 OA) 1000, 2000 S 8HO12T, LINO, PLUSH, AND OAH 0UMNIT PANELS S20 MANN BY DJ NI 83/32/03 WED MIMS B al1Dl0D BY AM 011E 03/14/03 CRC- 9509 - 180 -21 *MEM 13505 L SEMIMB PLUG th. OXON SEE) 1 OF 3 TABLE 1 DOOR HEIGFIT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) AI�i B Q D ©O0. offal 1.,1...N`I'U I AMBENE RIE'NSIM11 ® 16" ®58 " .1.111111111 Mat NIMs Viz: 4EM „w !.M111 E MIN MEIN H TOP 7' T 76 1/2" 8' 5 1/2" E.,.:T?a, 10' 11' 12 13' 16" 34" 52" 70" 49" 67° 85" 88 1/2° 100 1/2" ,1115:0:440.6 ElEii ` 16" [ j �s2:`�..��,7.wzI3RKE 11. ?.L=1?f..Y - i ® 16" EA 14' 58" 76" 940 88" 1000 106" 118" 1121/2" 124 1/2" 136 1/2" t3.,..t.41 1'i =5 ?: 94° 130" 148 1/20 ofag:11.digff l' K 58" 79" 100" Y Lm' 104,2 tr z 142" 160.1/2" TABLE 3 DOOR HEIGHT TABLE 2 DOOR HEIGHT SECTION HEIGHTS Btm MOM mp #6 m 1 a• •E._ 1 _try. I "'1".] -��N 4`i;r7 �, 3M�E i' ER+',`3 .11 ISEEMINNEEMINUMENIP #4 13' 6" #8 18' 12' 6" 18° 18" 18° 18" 18" atm � �1 �. x, „rz a ma Ft Mall ®ma I 18” p 18" 18" t� ,.t i1t:.x1i_? � }:cl� 1�rt IC,xEEE B.eI'.a2kr1 yI,L pang ��1,C:i�.� �54�Er31,. 1ElM1RSe i :;'„ R ¢a W ZIa�irf� E. ®EGI® 18" Ella AEI EOM REERIN 11' 6" 10' 6" ,9'6" 8' 6" 333�j T 6" 18" 18" 18" 18" 18" 18" 18" 18" 18" .. 'v-1. 6 ,»i..i�.i 1 if iv/ Eiii 6' 6" 18" z ( 18 TRACK ATTACHMENT H SPLICE S =MI MEI=MIN i t t F3. f l :Y4 �E( i fe -,kP7a 7fVr ----111111 W.,3,,.�JId't�,k �'!I'Pli *uk1Sa` k`'a3 13' 14' 3" 14" 27' 38" 46" 56" 68" 78" 160" ALL TRACK ATTACHMENT SPACING +/— 2" ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY SPECIFICATIONS AND NOTES 1. AU. 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 VORTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS on +230.0 LBS FT & —271.4 LBS /FT 3. DOOR AND HARDWARE WALL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.0218) MIN. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 70" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5 /8" R —TRUSS PER SECTION 8. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE ODOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COI. AND TENSILE TESTED ACCORDING TO ASTM 1-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TEES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILTIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. INTERIOR OF GARAGE MAX. WIDTH 9'O" -4-- DESGN LOADS 1 f I 1 1 I I I 1 f 1 1 +230.0 LSS/FT SEE NOTE 2 —271.4 LBS/FT DRODUCTEEDISED 1Nea Mak kozefteme REY MEM OF NiiLVOE A MD= TOWED NIT1.833 &PDP019 I GtEEDTO FIE MO • DATE AT asal -03 EMIT 311 012 MAX S'ZZE • DESIGN LOADS +51.1 PSF —80.3 PSF LARGE MISSLE IMPACT RESISTANCE Ka Mara= CWRT VINT ALE& NC. 87*05 IPAMMARILLIDI MODEL 050 HERI'PAGE (24 GA) 1000, 8000 MODEL. 850 0A% BOMMIT (24 GA) 1000, 2000 080$8 LONG, 111.0811, AND OA8 80881' PANBW as MAWR DEN DALE *12/03 DEDIO 48161 8 05+ID11 AR ME 03/14/03 IRC- 9509- 180 -21 EOM 110548 L SEWN PE IX. To. MED MT 2 OP 3 • WOOD JAMB ATTACHMENT TO STRUCTURE AL 55g/1166X 33. LA0 S A STARTINGT6' O F IZWEM OENDSA TTHENN REV UC 0..GE0 1/E' EH26BMENT1 HD.TI KWSK BGLT 3 X T4'A START �6' F(O1SENBS1THENE 24' D,C,C. (2 LE' EMBEDMENT) HMI SLEEVE ANCHOR 3/8' X 2-3/4• STARTING 6' FROM ENDS THEN 18' EMI (1 1/4' EMBEDMENT) ITW/RANSET REDHEAD (TRU -BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 24' UA (2 L2' EMBEDMENT) SMMPSON 1/4 CX 3' ATM IT SCREWS STARTINGL 6' FROM ENDSKUSE PAIRS EF FASTENERS (3' APART) AT 8' DA (1 1 /2' EMINENT) HMI L4' X 2-3/4' KWD( -CON H+ SCREWS-STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' U. a 1/4' EMBEDMENT) FUL1l SLEEVE ANCHD2'3/0' X 2-3 4' ST TNG 6' FFRUNN EENDS THEN N 2' Q �(1 1/4' EMBEDMENT) (04 USE FASTENERS FDR HOLLOW C-90 ELDCW SLAGS AND DOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH METING SURFACE. APREPARATION OF WOOD JAMBS BY OTHERS 80 CEM001 CF FS'ASBZ8 DATE BY A RFRNN W2107R% =EL 52. F9W114D 03 -1 -08 SIN B IRMOEIREMD 10/13/0 0!0 1GO CARRIAGE COURT WINS002-SALEM, NC. 27105 vwa81RR.CIN. MODB1. 980 HERITAGE (24 OA) 1080. 2000 MODEL 988 OAK SUM111T (24 OA) 1000, 2000 SHORT. LONG, PLUSH, AlUi OA% SOAI1HT PANES SDE SBA BY 24 RATE 03/0/03 - 0RAB0D MISER B 08066 BY AAE 0141E OJp4/83 ARC -9509- 180-21 8 8 0 8 5 11 5 8 4 8 0 5 2 0 5 . 80 4 80 1 * SHEET 3 0'