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WS-10-2251A Inspection Number: INSP - 156409 Scheduled Inspection Date: February 28, 2011 Inspector: Bruhn, Norman Owner: HUTCHESON, CRAIG Job Address: 220 NW 112 Terrace Project <NONE> Miami Shores, FL 33168 -3332 Contractor: SEARS HOME IMPROVEMENT PRODUCTS, INC. Building Department Comments February 28, 2011 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 Number: WS -12 -10 -2251 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1121360010310 Phone: (305)341 -5663 REPLACEMENT OF GARAGE DOOR Passe / 0). , Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 31 of 33 }l5 `4111( -1 BUILDING PERMIT APPLICATION FBC 2004 Is Building Historically Designated YES NO t -' Value of Work For this Permit $ ! l7Q Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Nom-0 ic Master Permit No. Permit Type (circle) Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Ah)TeheE6Gran Phone # 796 - 6"3 -i a‘` Owner's Address c 9'96 N i `''a --''^ a-4i - ` City /0/47(.4/ cc :5 State Zip 33/ tc g Tenant/Lessee Name Phone # Job Address (where the work is being done) a' A lj,9 City Miami Shores Village County Miami -Dade Zip 53/‘.fg FOLIO / PARCEL # //-2/j — CO /'•- 03 /0 Contractor's Company Name j'd /, L ° AU irektG✓1 f Contractor's Address /0 P f=fvF —'O L R4 City �a /C%oroo State /- Zip 3 ?-1 a Qualifier Name ,..G. 440W / Phone # 93 0 - / 9 7 9 State Certificate or Registration No. f ( `.0 /9-5 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Structural Review. $ Total Fee Now Due $ Phone # Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ['New El.-Repair/Replace ❑ Demolition Describe Work: Z4e..eie4C-?L ®.A_ ; ; { p e:Z3°'c— `t) ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ ). -O Permit Fee $ //d CCF $ CO /CC Notary $Ci Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ See Reverse 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, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur The foregoing instrument was acknowledged before me this Z f day of , 201Ca , by Y'� 1 t 4r' =,- , who is personally known to me or who has produced Et id NOTARY PUBLIC Sign: Print: My Commission Expire Owne or Agent As identification and who did take an oath. EXPIRES July 04, 2 ' Ft�_ orid rs e+vlce. 39 Signature Sign: Print: My Com APPLICATION APPROVED BY: (Revised 02/08/06) Contractor The foregoing instrument was acknowledged before me this day of !d'` , 20 / , by A 1 ' who is personally known to me or who has produced IL- NOTARY ' _ ' C: as identification and who did take an oath. xpire XPIRES July 04, 2014 (407) 398 - 01'9 Florirdallota vService.tom Plans Examiner Engineer Zoning This Instrument Prepared by: Name: SEARS HOME IMPROVEMENT PRODUCTS, INC. 1024 Florida Central Parkway Longwood, FL 32750 Phone: 407 -551 -6000 Permit No. Tax Folio No. l/ ;i36 - 4 °"' d3 / O STATE OF FL COUNTY OF party on behalf of who instrument was executed). Personally Known OR Produced Identification NOTICE OF COMMENCEMENT Notary Signature Type of Identification Produced Name (print) AND Verification pursuant to Section 92.525, Florida Statutes. Under penalties of the facts stated in it are true to the best of my knowledge and b_lief. ST/ f I ���YCE7�TlFy t "iff#04 is /s N y s � r.U., py oTPi FORMSINOCN t i B of Cir PRINT NAME The foregoin strrument was acknowledged before me this 4 day of L ' iA u\ as In _ officer, trustee, attorney vy fact) for ° I 1111111 1 1111 11111 11111 11111 11111 1111111111111 CFN 20 it i 80023 -31 OR Bk 27550 Ps 1839 (1us) RECORDED 01/11/2011 14 :22 :03 HARVEY RUVINP CLERK OF COURT MIAMI -DADE COUNTY g FLORIDA LAST PAGE THE UNDERSIGNED hereby gives, informs you that the improvement will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1. Description of property (legal description:) da-Aj /W,4 uf SpkAda3 EST a) Street Address: aG0 /VW //2` — 77-1 u 1-eifr a/40.1 S'i41 , , irce 33/68 2. General description of improvements: �,5;1^i 7, 4ns¢ T' ,9_. i 3. Owner Information l a) Name and address: `t f 4 2-.76 4 Attu /a te" _ GO b) Name and address of feA simple lder (if other than owner) elj c) Interest in property: 4 4. Contractor Information: rib a) Name and address: SEARS HOME IMPROVEMENT PRODUCTS, INC. 1024 FLORIDA CENTRAL PARKWAY. LONGWOOD, FL 32750 b) Telephone No: 407 -551 -6000 Fax No. (Opt.) 407 - 767 -8536 3 5. Surety Information: ammo a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6. Lender Z a) Name and address: Phone No.: Q 7. Identity of person within the State of Florida designated by owner upon who notices or other documents may be served: a) Name and address: Fil b) Telephone No.: 8. In addition to himself, owner designates the following person to receive a copy of the Lien or's Notice as provided in Section 713.13 (1) (b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified:) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF '111E NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ,20 J11_, by (type of authority, e.g. (name of EXPIRES July 04, 2014..:! NNILI.d t I have read the foregoing and that MIAMI • • COU APPROVED SI. -- ZZ 5 a Miami Shores Village APPROVED ZONING DEPT BY DATE SUR.IFCT TO COMPLIANCE WITH ALL FEDERAL BUILDING CODE COMP P " F6l TP lt_FS AND RI GUI ATIONS 0 PRODUCT CONTROL DIVISION IAMI -DADE COUNTY, FLORIDA M ntO -DADE FLAGLER BUILDING WES FLAGLER STREET, SUITE 1603 k MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buldinttcode NOTICE OF ACCEPTANCE (NOA) 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 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 Hi h Velocity Hurricane Zone. DESCRIPTION: Models 950/6551000 & 2000 Steel Sectional Garage Door (9' wide) r>,rra�.. • rw DdrUMENT: Drawing No. IRC- 9509 -18 i , ti - . ' o e • I ` en ; ge, r oriel 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets lthrough 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06/11/08, 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 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 NO landOlein any product, for sales, advertising or any other purposes shall automatically terminate this NO ; t+ o c • ly'� any section. of this NOA shall be cause for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all Ito k +dpnca = =►or panels under PP cN� ,.. n�, this Notice of Acceptance. A minimum of 2 specimens shall be cut from each c• '•� d ile tested • ing to ASTM E �. „o,�Rr r �, E -8 by a Dade County approved laboratory selected and paid by the manufac ' } es a year, the manufacturer shall mail to this office: a copy of the tested reports with c • �' • a t Yz �-0 ��' were selected from coils at the manufacturer production facilities. And a notarized statem , •m ,a f. only coils with yield strength of 32,000 psi or more shall be used to make door panels f • F: ry e @ {. Lice of Acceptance. 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- 0502.01 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. DEC 2 9 2010 gli NOA No 08- 0718.01 Expiration Date: September 4, 2013 Approval Date: August 28, 2008 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 Bead Panels ", sheets lthrough 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06/11/08, signed and sealed by Thomas L. Shelmerdine, 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 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 06/22/06, signed and sealed by David W. Johnson, P.E. 2. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No. 3DM -297, dated 04 /09/03, signed by Robert Kelly. 3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by ETC Laboratories, Test Report No. 07- 816 - 20337.0, dated 03/24/08, signed by Joseph L. Doldan, P.E. C. CALCULATIONS with FBC -2004, prepared 1. Wood jamb attachment to structure calculations, complying by Structural Solutions, P.A., dated 06/25/08, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance and no financial interest, issued by Structural Solutions, P.A., dated 06/30/08, signed and sealed by Thomas L. Shelmerdine, P.E. G. O'1'H.ER 1. Notice of Acceptance No. 03- 0502.01, issued to Amarr Garage Doors, approved on 09/04/03 and expiring on 09/04/08. E -1 arlos M. Utrera, P.E. Product Control Examiner NOA No 08- 0718.01 Expiration Date: September 4, 2013 Approval Date: August 28, 2008 I LQ I��J m ow, 0 1-11 lam 1:i II IIIdI III�IIa�illill�lll 13 GA GALV. COIERCAL TOE ELLIR BRACKET ATTACHED V/(4) 1/4' x 5B' IE% HEAD SCREWS PER BRA NET N.T.S. _ SEE (TABLE m ON PATE a FOR RECOMMITTED SEMEN CDFIOURATER STILE LdATON TYPICAL TOP FIXTURES ADJUSTABLE SUE BRACKET MOOED V/® 1/4-80 x 5/B' TRACK BOLTS AND 14 GA DURASAFE AJUSTABLE ROLLER CAREERS ATTACHED TO 3 5/B' 226* R -TRUSS Y /(B) 1/4 X SIB HEX MAD 3 3/4. 101 WWI Breen Xffi GA C) 1/4-20 x 9/S.TRACE SPLICE BOLT AND HAT PER JAMB BRACKET 8 5/8' eBGA, 6 -TRUSS ATTACHED V/ (A v 4• x 5B' HEX HEAD SCREWS TYPICAL EIS. I/ 1A SEAL (SUPPLED BY MEALIER) CENTER flI ED GA CENTER STIES ATTACHED WITH CD TIE-L-LM AT THE TO. AID 5211W RAIL AND ADHESIVE TO ONTEM FACE LIN PAM TABLE N.T.S. FOR STILE4PLACEENT3 90 MAX ADJUSTABLE ROLLER CARRIER ATTACED W 02) 1/4' x L8• BOLT A NOT PER BRACKET 3 S/6' SOCIAL R -TRUSS ATTACHED W/ GO 1/4' x 5/B' HEX HEAD�SC S EACH BALL 5' STD(RRO LER INSIDE ELEVATION N. T.S. 14 GA. DURASAFE END MEE ATTACHED V/ (2) 1/4' x S/8' HEX HEAD SCREWS DURASAFE END HINGE O TYPICAL DURASAFE CENTER HINOEO 45% DLRASAFE ROLLER MUDS DOMED DID D STILE W/ ca) 1/4' x 5/B• HEX MAD ECIEVS PER CARPER (TOPE SEE (TABLE u Cl PAGE e FOR STRUT SPACING ID BALL STEEL g 5' STEM ROLLER 9' LONG STEM ROWER AIDE LOCK ENGAGES INf1 VERTICAL TRACK ON BOTH SIDES 3/B' MIN ENGAGDEH1 CO FECONG TO SFOL 3803 -2. (SNAP LATCH, OR OR L BAR OPTENAL) ATTACH V/0) 1/4' x 3/41EX HEAD SCREWS STEEL BO CA. GALV. STEEL END STILE ATTADEO VITA O) TOG-L TO DODS DON AND <m 1a11 -LIDO AT TIE TIP MO ((11Jj BIRCH RAIL BOLT V3 5/8' R - 1865) 18040) E 114(10082 .00Y CONT. VERIICAL JA)C TRACK MOUNTING DFTA1I 2 reErret) 5 /UP 1 SB' LAG C) PO JAMB BRACKET 14E1. LURASAFE CENTER HOEd ATTACHED V/ (4) v4' x 3/6' HD HEAD SCREWS L R STIFFENERS DI ED IN BORE HHOE(S) ON TIP SECTION 04T TYPICAL STILE STIFFENER® N.T.S. TYPICAL SOTTON BRACHET N.T.S. S. THIDX 24 GA ION OOERIOR SKIN x/ 0-40 GN 0*002*TION AND BRED ON POLTES1ER FP051 IDES FOR STRUT ATTACHMENT � STRUT SECTION A -A [SIDE VIEW) 14.7.8 BOTTOI BRACKET 14 CA ATTACHED YAM 1/4' X 3/B' IHOI HEAD SCREWS WITH A 13 GA HRACET SLIDER TIP FIXTURE ATTACHED V/ (4) 1/4• x 5/B' HEX MAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED V/00 1/4' x 1/e' BOLT AND NUTS PER�10103 DD HONE 14 GA. 3 S/B'HX SS GA ©5/B' R- TRUSS) GALV. STEEL R-TRUSS ATTACHED WI (4) 1/4' x SAY HEX HEAD SCREWS AT EACH END STILE AND C 1/4' x WO' HEX HEAD SCREWS AT EACH CENTER STILE STRUT AT MROI PANEL . STEEL RETAINER V/ 8111191 SEA. ®WOOD JAMB ATTACHMENT TO STRUCTURE 3 X G VFRDPN JAVA ATTACHMENT TO 10x0 FRAME RIR1CNRF 5/16' x 3' LAG SCREWS STARTING 6' MCI ENDS THEN 24' Q.C. (1 1/2' EMBEDMENT) 2 X e NFRDCAL JAMS ATTACHMENT In 2.010 PS CONCRETE HR.D MHO) BOLT 3/8' X 4' STARTING 6' MEN ENDS IMEN 24' G.C. (2 1/2' mown) HEM4 ANCHOR 3/8' X 2 -3/4' STARTING 6' FROM DIOS DEN 18' O.C. (1 1/4' ITWRAMSET REDHEAD (TRU -BOLT) J/6' X 4' STARTING 6' FOCI ENDS DEN 24' O. (2 1/2' DIEIEDAIENT) 2 I A WAWA JAMS ATTAIHMPNT TO 1..-M) B1QQ{ HA.T1 SUEDE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS T1124 16' 0.C. (1 1/4' ITMJRAYSET TAPED 1/4' X 2-3/4' STARTING 8' FROM ENDS. USE PALS OF FA511382 (3' APART) AT 16' 0.C.(1 1/4' i1) ILA GS AND BOLTS CAN GE COUNTERSUNK TO PROVIDE A FUCAI MOUNTING SURFACE 4 PREPARA1ICI OF WOOD JAMBS BY ODDS YD ANCHOR EDGE DISTANCE 2-3/4' O11/3 °CEASE TN ANCHOR N1 ONx01F LOAD CIE TO SNORT TOE DURATION HAS MEIN GA FLAG BRACT ATTACED TO VI JAMB WI CO 5/16 DIA X -S/6' LAG BOLTS MD 70 TRAD( V/ (4) 1/4' -20 x 5/9 TRACK SPLICE EMS AND NITS eo, i r 1U5 TRACKS AT T HS 10011IDM M ( 4) 1 /4' -EO TRACK SPLICE MID & NUIB '� LAG 6Q.T6 JAMB ■TH (3) S/111' 014. 4 1 -3/6' ii ) 3/16' DIA x 1 -5/8' AT Q EA�JFI® ONHOORT JAM 1l or 'f MACK SNIDE k MT i7 II iI LARGE MIME 81PACT RESISTANCE 12 GA. GAY. SEEL JAMB ATTACHED 5/ f 1/4'-20 x S (TABLE 3) ON PAGE 8 FOR JANE BRACKET SPACING TRAM CONFIGURATION FOR we UP 10 14' TALL MORS al GOSGi)Ief �GNb pSUti FINBEra A24pO D0b 0O'H9y /B 411 r !ET DFSRF118 CF X608 DAD 3I A NIDAND19) ED ES 108 MARE MD OS-1848SO Rom MIN L SERENE PE IL Rs. 20820 9EET 1 IF 3 ® SAN CIWIALN CART VDCMX - SA1n6 NC. 07W5 wMANNC11I NOME BOO HERMON (24 0A) 1000. PROD ®moon 856 OAH 811 0a6a5 (24 GA) 1060o, 8000 MOM LONG. PLDBH, Alm HEAD PANELS SE DIEM 54 OIE 03/12) NIES8 MIER B moon A¢ out �/tym IRC- 9509 - 180-21 DOOR H E I G H T TRACK ATTACHMENT SPLICE A B C D E F G H I J K L M N S §' 8" 3 "' 14 2 - T 51/2" .64 37" 21" 13`0" 21" 21" 761/2" 70" T 3" 14" 27 8" 46" 56" 68" •.r 1f- - 18" -" Ilwii� RiJffl'� 76" 8' 51/2" 18" 27 . 38" 46" 56" 68" 78" 881/2" g 6 " LairataILAIICAIN1111111 S2 " 8' 3" 14" 27" 38" 46" 56" 68" 78" 67° 85° 100 1/2" g 88" 8' 6" 3" -14" 27" 3$" . 46" 56" 68" 78" 8 16° 37" 58" 76" 94" 9 9' 3" 14" 27' 38" 46" 56" 68" 78" 88" 18 1/2' 11' 5 1/2" 16" 100" 9! 6" 3" i4" 27 - 38" 46" 56" 88" 7 88" 9 LaillikEil 108" 10' 3" 14" 27' 38" 46" 56" 68" 78" 88" 100" 51/2" 10" 34" 52" 112" 10'0" 3" 14" 2r 38" 5 1/2" 56": 68" 78" 88" 100 " 110" , ; 1481/2" 13' . 14' 118" 11' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 100" 121" 142" 124" • 11'6" 1 • 14' 27" " 46" " 68" 78" 88" 1'00'!' 110" 120L�. 130" + 12' 3" 14" L27' 38" 46" 56" 68" 78" 88" 100" 110" 122" 136" 42'8" . 3" 14" 27 " " .46" 56" 68" 78" 88" 100' 109" 122" 13? 142" . . 13' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" 13' 6" 3" 14" 27" 38" 48" 56°_ 68" . 78" 88" 100" 408"122 134 ",144" 154" 14' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 146" 160" DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP #2 A B C D E F G H T _ i itmeil4f 21" : 21" 21 "' . EA M ®ill 21" 21" 01/2° T 51/2" 18" 37" 21" 13`0" 21" 21" 761/2" 18" r?csza n.crtao 21" 12' 6" iL 'r - - 18" 18" 18" •.r 1f- - 18" -" Ilwii� RiJffl'� 8' 51/2" 18" 34° 52" 70° 881/2" g 6 " LairataILAIICAIN1111111 94 12" 9' 5 1/2" 13" 31" 0 67° 85° 100 1/2" g aira giiMULAGAIEL4 I® 1061 10' 51/2" 16° 37" 58" 76" 94" 112 1/2" 10' 8° 51/2 16" nil EallEd laa Ell 18 1/2' 11' 5 1/2" 16" 34" 52" 70" 88" 106" 1241/2" 11'B" Ma 16 ". Uil" LaillikEil 1301/2" 12' 5 1/2" 18" 37" 58" 79" 100" 118" 1361/2" 12'8" 51/2" 10" 34" 52" 70° 88": 106" 124" 142.1/2° 13' 5 1/2" 16° 37" 58" 76" 94" 112" 130" 1481/2" 13' . 14' LIEU 51/2° IL- Ead ad 118" - 1541(2"- 16° 37" 58" 79 100" 121" 142" 160 1/2" DOOR HEIGHT SECTION HEIGHTS Btm #2 #3 #4 #5 #6 #7 #8 14' 0" 21" 21" 21" 21" : 21" 21 "' . 21" 21" 13' 6" 21" 21" 21" 21" 21" 18" 18" 21" 13`0" 21" 21" 21" 18" 18" ' 18" ' 18" 21" 12' 6" 21° 18" 18" 18" 18" 18" 18° 21" TABLE 2 21" 21° 18" 21" 21' 18" Kr. 21" 21" 21" 18" 21" 18" 18" 12'0 " - _21" 11'6" 21 11''" _ 2 ,A" 10' 6" 21" 10! 0" 2t" 9'6" 21" 9' 0' 18" 8' 6" 21" 8'0" 21" 2 ' 21" 21" 18" 21" 21" 18" '21" 18" 21" 18" 18" 21" 21" 18" 1 "'21" 21" 18" 18" 18" 21" 21" - MAX. WIDTH 9'0' a ( 111{111 {III DESIGN LOADS +230.0 LEIS SEE NOTE 2 ® -271,4 LBS/FT SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED 10 THE VERTICAL JANBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMS RECEIVES MAXIMUM DESIGN LOADS OF: +230.0 LBS/FT & -271.4 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.024) MIN. EXTERIOR SKIN ROLLED FORMED. G-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO TO' 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 REGIS/RED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. ® S. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE 11TH THE PROCEDURES DESCRIBED IN ASTM E330 -02. ASCE 7 -05, AND FLA. BUILDING CODE PROTOCALS TAS 201, 202, 203. 9. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESRNG OF ALL COLS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS. 4 TIMES 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 FACILITIES. 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. EY A INTERIOR OF GARAGE DS]WIDI 0. 131®6 AITIORH TO X2 HE 108E33&1I3 I® MAX SIZE 9 x 14' DESIGN LOADS +S1.1 PSF -90.3 PSF LARGE laSSE IMPACT RESISTANCE MS B II ED W WRY& OD. T VNSm' - S LDE NC OM V W/MRffi' MODEL 960 HERITAGE (24 GA) 1000, 2000 ®MODEL 655 OAS sUMMI' (24 GA) 1000, 2000 SHORT, TONG. FTPBE, AND DEAD PANELS B OS ED BY 60 BE SUM BY BA 170E OGfl$3 IuIE 41/14/41 OREM BUH L SEEM PE MAMMON (RC-9509-030-21 9ff1 I H 3® Section Width (8) Panel Type Center Stile Location (AAeasui ed firnn Left Edge) let (m) 2st (In) 3rd (In) 8' 0 Short 24.812 48.000 71.188 8' 0 Long 24.000 48.000 72.000 8' 0 Bead 24.625 48.000 71.375 8 2 $hurt 24316 _ 49:000 73.884 8' 2 Long 24.500 49.000 73.500 8' 2 Bead 25.125 49.000 72.875 8 4 Shod 24. 60.000 75.420 8' 4 Long 25.000 50.000 75.000 8' 4 Bead 25.625 50.000 74.375 8' 8 Short 28429 '51.000 78.971 8' 6 Lang 25.500 51.000 76.500 8'8 Bead 26.125 51.000 52.006 75.875 71.341 8 8 Shat 211859: 8' 8 Long 26.000 52.000 78.000 8' 8 Bead 26.625 52.000 77.375 8' 10 Short 27.034 53.000 78.968 810 Long 26.500 53.000 79.500 8' 10 Bead 27.125 53.000 78.875 9' 0 Shat 27.596 64.000 80.404 9' 0 Long 27.000 54.000 81.000 9' 0 Bead 27.625 54.000 80.375 ®TABLE 4 MAX 2ZE S x 14' OENGN LOADS +51.1 PSI: -60.3 P21 LARGE 1MSS.E 9APACT RESISTANCE ant 0323280 a 2H9ans tiff A A D8011C18.9i3RR0� 931 r IN =RIME 0260 w1119nrsASw. xe. 2770 VVHNSN&F01 MOUE. 950 8917802 (24 ( GA) 1000, 2000 ® SHORT, 1026, FLU56, AND READ PANRI.9 WE EMIR MI ONINID 07180 9809 B DEM 91 AE as avryta RC-9509-180-21 099& HMS L 918818E PE L0.I 079 31 960 3 If 35 Owner Name: Hutchenson Address 220 NW 112 Terr City Miami Shores State FL Zip code Building Height Height = Width = eff. area = Zone= Exposure = V= q: Kz = K = Ka = G ( +)_ G ( -)= ( + /-)_ 1XS14 CONSULTt NG, LW 7481 W Oakland Park Blvd Ste 203A Lauderhill, FL 33319 Te1.954.668.3984 CA# 28875 Wind Load Calculations for Components and Cladding Apt # DESIGN CRITERIA P= q {(G - (G )} q =0.00256K K K V I <30 ft 7ft 8ft 56 ft 4 C 145 MPH 38.89 psf 0.85 1 Topographic factor 0.85 1 importance factor 0.87 -0.97 0.18 RESULTS Negative Pressure Positive pressure P = - 44.721 psf 40.8322 psf Notes: Design is in accordance with ASCE 7 -05 and the 2007 Florida Building code with 2009 supplements. Results are not valid for use unless approved via original signature and raised engineer seal of a PE from DDSM Consulting LLC. Results are based on contractor supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. JAN 1 2 2011 BY: