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WS-10-219 3 e, Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -OOt C 2 Phone: (305)795 -2204 Expiration: 081221201 } Project Addre Parcel Nu mber Applica 1020 105 Street _ 1122320280030 Miami Shores, FL EI ®� k: Lit: JEFFREY WINOGRAD Owner I nformation Addr Phone Cell JEFFREY WINOGRAD 1020 NE 105 ST MIAMI SHORES FL 33138 -2106 Contractor(s) Phone Cell Phone Valuaty :)n: ry � $ 1 1,000.00 RITE WAY GARAGE DOOR CORP (305)547 -2113 Total Sq Feet: 128 Type of Work: GARAGE DOOR 1 For Inspections please call: No of Openings: 1 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: y Fees Due Amount Invoice # Invoice TotaY Amt Paid Amt Due CCF $0.60 Education Surcharge $0.20 WS -2 -1°i 37C $1't4 950 $114.60 $0.00 Permit Fee $110.00 Scanning Fee $3.00 Technology Fee $0.80 Total: $114.60 Building Department Cope February 23, 2010 2 Miami Shores Village o C� � Bullding Department F EB 1 2010 10050 N.E.2nd Avenue Miami Shores Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY :......... INSPECTIONS PHONE NUMBER. (305) 762.4949 BUILDING PermitNo. PERMIT APPLICATION Master Permit No. FBC 20 Permit Type BUILDING ROOFING Owner's Name (Fee Simple Titleholder) TfMclex i r o e g Owner's Address i it City 11QyY11 State Zip Tenant/Imsee Name Phone # Email i Job Address (where the work is being done) '���"�*' City Miami Shores V County Miami -Dade Zip FOLIO / PARCEL # l _ , " e� P "' 0O Is Building Historically Designated YES NO Flood Zone Contractor's Company Name 1 0 7af" - . 1 P 0 P r honeX — Contractor's Address City State 1 " Zip Qu alifier Name Phone n State Certificate or Registration No. Certificate of Competency No. p Y • Contact Phon )— — 1 5 - 1 E -mail i Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit � Square / Linear Footage Of Work: Type of Work: []Addition [Alteration []New �Repair/Rcplaee ❑Demolition Describe Work: r' C CJ I Submittal Fee $ Permit Fee CCF $ CO /CC .$ 1 Notary $ Training/Education Fee Technology Fee $' Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ •e See Reverse side -3 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 -C ONDITIONERS, 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 COMMENCE * MENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMNTS 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 off 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 cert(fied 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. Signature Signatur Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me thi day of ^, 20 10, by day of , 20,/ by , who is personally known to me or who has produced_ who is per .e. known to me or has produced a ` As identification and who did take an as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: . Sign: p' Print:. ' � !E4 IRES: Sept e► 29, 2012 Print s rE A!1' GOt 1 C 9�� ER WWrAw 20 2012 My Commiss My C,o i mad t►uu APPROVED BY Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) MIAMI -DADE COUNTY TAX COLLECTOR m r� 140 W. Fl ag i er Street , Miami, Florida 33130 Please keep your receipt far future reference. Thank you and have a nice day. P ter" „ 'f,- 2/8/2010 1300 /225 /001TRAM 0010 -0001 �� Last Ssq'. #:0001 WI LBT #:11 667613 -5 Local Business Tax $37.50 l " CK $37.50 CHANGE $0.00 u N s1M ..tea. 4;a�.�f �� z +4 �' ✓f '` ,� MIAMI -DADE COUNTY TAX COLLECTOR w r+ LOCAL BUSINESS TAX SECTION f 140 W. Fla ter St. - 1st Floor M �° Miami, Florida 33130 tv TEMPORARY RECEIPT 2009 -2010 � r q MUNICIPAL CONTRACTOR TAX x b �r Local Business Tax #:11667613 -5 Sta a /CC#:09BS00061 Isned to u� t��s,` h F RITE WAY GARAGE DOOR CORP a„ " (' r 14 � Type of Business: T p SPECIALTY BUILDING CONTRACTOR : RESTRICTED TO MIAMI SHORES THIS RECEIPT IS ISSUED AS EVIDENCE OF J PAYMENT FOR YOUR LOCAL BUSINESS TAX OR PERMIT. YOUR OFFICIAL RECEIPT WILL BE MAILED TO YOU WITHIN 10 DAYS FROM THE VALIDATION DATE ON THIS RECEIPT. Payment Received as Certified Above Miami -Dade County Tax Collector Feb, 16. 2010 9:41AM No, 2531 P. 1 CERTIFICATE OF LIABILITY INSURANCE OATB(MAI/DDIYYYY) l DA o THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CON F.ERS NO RIC3HTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OP. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the camnoste holder Is en ADDITIONAL INSURED, the poll* y(las) must be endorsed. If SUBROGATION IS WAIVED, aub]ect to the terms and conditions of the policy, certain policies may requlrs an endorsement. A ststernent. on this cerdlicata doss not confer rights to the carWicate holder in Iiau of such endorepment(s). PROOUGER j'CO •• CT Florida Bankers Insurance .P!►� .... MARIA ALONSO 7278 SW 8 Street F-c ro. (306) 260 -6493- N v); (305), 282 0678 MAIL aop marts 2flDrldabankersinsurance.com Miami, FL 33144 PROOUCOR Phone (306)266•8493 Fox (305)262 -0679 CUST OMER M t­... _ ...... ". _ .... .. » INaUR NR ) AFFORDING CCVl ... .. ............ NAIL: M INSURED INSURERA: • AMERICAN VB}{ICI.I INSURANCE CC)MPANY RITE WAY GARAGE DOOR CORP. "" "" " ". " "' "' 5611 SW 4 St INSU,PZRc; . CORAL, GABLES, FL 33134 (305) 710.2401 i NOV 9! ,.COVERAGES CERTIFICATE NWSERt REVISION NUMBER: THIS IS TO CERTIFY THAT'FHE POLICIES OF INSURANCE LISPED ef_1..OW i1AVE BEAN iSSUED TO THE INSURED NAMk6A5 0 FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L. . TYPE OF INSURANCE ADO SURF! PtSGtCY EpF " " "POL)OY EXP "" " » INSR WVD. LIMPrS ; ...... POYCYNUMBER IMM /DOIYYYY }.(MrAfD�IY�YY} ............. GENERAL LIABILITY ; EACH OCCURRENCE 9 1,000.000,00 © COMM CIAL GENERAL LIABILITY "DAMAGE TO RENTED L� CLAIMS MADE ❑/ OCCUR PRI:(ifl48k8 tlEsr 100. 00.00 A OL•0504003782•00 MEQ EJCP (IU±y onq Person) . , » >f » 5, 000.00 El O1/O3/201 O 01/0312011 - PERSONAL & AQV INJURY S 1,000.000.00 F-1 GENERAL AGGREGATE >$ 2,000,000.00 !....._.__ ..... "......._...._..... ......_ GE0911M. AGGREGATE LIMIT APPLIES PER I i PRODUCTS - COMP /OP A00 $ 2 POLICY C� JECT ©LOC i �.......... _....._ ....... _.._......... AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 5 ❑ ANY AUTO I {Ea aoddent) [� ALL OWNED AUTOS I BODILYINJURY( Per person) 8� ❑ SCHEDULED AUTOS BODILY INJURY (Per seddent 3 ❑ HIRED ALTOS PROPERTY DAMAGE S (For acddent) El NON -OWNED AUTOS I L_..I UMBRELLA LIAB L J OCCUR .. • .. .. ..... ..._ ... .. _ ...• .. ..... ...... _ ._ .. .._..._ . »... ...__ ; $ EXCESS LIAR ,EACH ❑ CLAIMS MADE ❑ DEDUCTIBLE AGGREGATE $ ", I.. . RETENTION WORKERS COMPENSATION AND EMPLOYERS' LiAaIUTY W 0RY.LI I; I1TAT MI I . ❑_eR OTFi Q 7 ANY PROPRIETOWPARTNER IEXECUTNEiY(�NIA El FACHAG(,I�N7 E FFlCER1MEMaER EXCLUDED? I andatory In NH) E.L. DIS If yes deecrlbe undo EA$E - EA, EMPLOYEE S , OEBL OF OPERATIONS below I E.6 DISEASE •POLICY LIMIT; $ DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Atteob I ACORD 147, Addiflonal Remarks Schedule, N more space Is required) CEL TIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF MIAMI SHORES THE EXPIRATION DATE THIEREOP, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 AVE MIAMI SHORES FL 33138 AUTHfXZlZED REPAU69NTATIVE MARTA ALONSO 0 1988 -2009 ACORD CORP RATION. All rights reserved, ACORD 25 (2009/09) QF The ACORD name and logo are registered marks of ACORD f 6bT Miami Shores Village APPROVED BY DATE 4 FEB 1 6 2010 � t ZONING DEPT BY e.m mome ®o ®mom 5LDG DE on M IR SUBJECT TO COMPLIANCE WITH ALL FEDERAL MIAMI - DARE COUNTY, FLORIDA METRO - DADE FL.AGLER BUILDING' BUILDING CODE COIV}P� AND REGULATIONS 14 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION "m °` ` ° ` ` MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.m1amidade.gov/buldlu9c2de 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 High Velocity Hurricane Zone. DESCRIPTION Models 950/6551000 & 2000 Steel Sectional Garage Door (16' Wide) APPROVAL DOCUMENT: Drawing No. IRC- 9516- 169 -26, titled "Model 950 Heritage, Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets Ithrough 3 of 3, prepared by Amarr Garage Doors, dated 03/12/03, with revision A dated 06/09/08, 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 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. LIMITATION: This approval requires the manufacturer to do testing of all coils 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 laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen 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. 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. INSP Q• ` entire NOA shall be provided to the user by the manufacturer or its distributors and shall be a a ins ` do _ e job site at the request of the Building Official. This , A r �es d re s NOA # 03- 0502.04 and consists of this page I and evidence page E-1, as well as appr en enti n above. The su oc enta ' was reviewed by Carlos M. Utrera, P.E. NOA No 084718.03 Expiration Date: September 4, 2013 77 1 . - Approval Date: August 21, 2008 l�� Page 1 f t Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC- 9516- 169 -26, 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 03/12/03, with revision A dated 06/09/08, 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 16'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 B 117 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 I. Wood jamb attachment to structure calculations, complying with FBC -2004, prepared 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. OTHER 1. Notice of Acceptance No. 03- 0502.04, issued to Amarr Garage Doors, approved on 09/04/03 and expiring on 09/04/08. Carlos M. Ctrefs, P.E. oduct Control Examiner NOA No 08- 0718.03 Expiration Date: September 4, 2013 E-1 Approval Date: August 21, 2008 r16 aA 13 M &S PM$ 8 SPlIL4 TRAO13 T AIS IOWTIQT • ({J t /P -x0 A j: 9R1f6 Bd.75 f lltflS 1A0 B0.m JA1! 111111 (» Y) a/Ir OIA a t-SJr tA0 8017 ATfA0RO 10 JAYS IC-20 s a /r f NOT n �ar xraur MAX CONF7GURAt1oM FOR Br NP TO I r TALL 00083 O O V SOTTO SEAL STWT AT MR MOILER CxRI1IERS ATTACHED 107701 PANEL O�q�1117�111a� m EIOI SIx E V/ txi Lr r a/r Wiscydx 9R 41896 xo1 MGD SOEVS Aa1 cANNmr is xAU • �'GTION A -A (,°�- `.�.'" MwMEw i► . T R ' k r am V /s• SrIX F IO21AI�1O8.06ARAA7ID OFfi-0 9B' >aJDE LObt 916Aris MT6 vIXr7rnL owl 6�t T1 AttALRO MAX SIZE TAACx W YOM SOILS SIC 10N V/® yr x Lr 16' x 14 a vn • xEaaww 1xNNW NEx NGS REVS OEM r Ex W-9 xuan yr , rn' 9Drrw T ® fh�QD JAMB A TTACH 4ENt TO SIRUCTUR .� � TYPICAL D RA:'AFE FQNGE 3 ILTA AF ¢TqP Y8O{OS�p 0 Ir// S FtCSR µms) zlam sm. I � LAG a/IM x r fA0 SpifllS srARilliB Y rAp1 ENDS UM 13' O.0 (f f /S E1MEp11p» M (S{4R® m molts IIM Ir ANM 9 Tw A1rp m .wo 11ml Qf iIl 6► C9IfIR SIIft3 TOO{ -lOS AT IMOI7O�1 1471 ATR1 BOLT 3/a' X 4 STAAM r FROM Obi DU 24 OA Cl 1/C EMOm1RM1) AOT� ATTACIf2 wm W SLID SEEK ANONIR 31r X 2-314 STWM r FROM 10 REM o c11 �i am ATo AM im EMaEam+n W rRTwoR FACE Plat BOLLIX (M-MT) 3/8 X . SMRNi6 B' FROM 9" ARM tr OA (2 U SS4MW N O= 3/r x Ill SM"M r FR W OW ARM 1r „*/ TAPOpi 1 /4X2 -3N• SrM11ND r FROM 9YD$ OSE PANG OR 2 . k PAB'Ol6Ot (3` MART) AT m' OA(f f/4 9RfFOlIX1T) 163 CWAV 0S OWRT YDMm►SFLOL NC tMm vyyAINS,EO1 1RA4 •UIQ4 MD 80.73 GN SR OON17f tSK W PFOfgL A FWNI IfOm 960 8> St 1BOB0�ppx,000 MIT PIX R-T1 9x 18 f# O' C YI 2 a 2x3 •PRFPAMlt1O/ ti 8000 AM By ODR'PS MOtBI1IMS SNFAC6 � 8! J8 PAFO{18 pm 2 a KIM '� AMOtou mae DaTAMOE 21 r TRACK MAIM D TAI tao eAS I7QI z SICRPASEO By 33X 00E W SIOT mw — OM7l IT —1 we aVRAt OMMeMtgY 9HF I r m aALL v fal,► aaawE cc1rIX 10110. ATTAOx;p i r�iw p A0.MYTANE AO.tLR CAitl!ffi1 C TMCM ----. — ATTAdta vi w yr . va• )�.T l M0T PIX IRAO{ET TOP S C Z�Ip� � S 1/8' NIW R- /1piSS AnAOEp vi as yr A Yi {• STI1E 2s aA w 9cwoR aon 1 d Q-t0 6Y,YNWTIOM AxG 5 BAfo-9 a Polre� �, ais 1'YP IRA; AF CA E 'E tTER }QtIGE 2 u• • x3 I{t71. 01NATAFE xO1.ER INSIDE 1A11 CAAgRRS AnAaca m R?AUSS N.LS C EfuA tTRR V/ iBf yr a xa• NLX AnAOCa V r M GA I 1EAa SCREIIS PIX eAxRaR }_{ 6t_VJ*Z iE Ob Lr Y 3/4• \ — /tOP NN w TABLE 1 DOOR STRUT SPACING (BASED ON RECOMMENDED SECTION IN M AX W 0iW 6'V* HEIGHT CONFIGURATK" TOP 1 A B C D E F G H T 6' 6" 4 i12" 171/2' 351/2" 531/2" 70 112° NOTO + ® � G17Q11° � AND T 41/2" 171/2" 381!2" 59112" 78112" ® -384.4 LBS/FT SEE NOTE 2 7. ALL THE LOAD RM 7K D" IS 1RANSF1iWtm TO W VERTICAL TRACK, FROM THE TRACK 7K LOAD rs IR94SFE M TO THE VERTICAL JAMBS T" 4 t 14 tt7'- 32:112", '1/7' 88112" =821/2" � RM � DO � RED Ho PoRiwH OF W LOAD 8' 41/2" 171/2" 351/2" 53117' 71 112" 881/2" + 3K4 LBS � �/FT "A' ' DESIGN LOADS OF 8' S' 4 i1Y 117' '89:'82" 771* , g¢ " 3 DOOR AM HARDWARE tit. BE oma+m. MANWACTUREO AND INSTALLED " STANDARDS AS SET FORWI BY DASMA, 9 4112" 14112" 321/2" 501/2" 681/2" 86112" 1001/2" 4. DOOR SECTIONS SHALL BE 24 CA. (.024 10N EKTERIOR SKIN ROLLED FORMED C-40 CALVAN12ATIOH W/ ON POLYESTER FVM 9' 4' 412" 17 t � . i i12" 't a ifr ImAi2" s DOC" UPTO rO- ACH MGM OF (4) SEMI0NS AS SHOW 10 41%2" 171/2" 381/2" 59112" 771/2" 951/2" 112112" & DO PIER SECTION 8. OOWS OVVE R (4) SECiKINS REFER TO TABLES 1 AND 10 6" 4117' 171!2" 112" f/2" 112" 101 112" 118112"' ON PACE 2 7. SUPPORTING s7RUC111RA ELEMENTS SHALL K DESIGNED 11' 41/2"1'171/7 351/2" 53112" 71 12" 1 891/2" 107117' 124112" BY A rtEas7RE0 PROFESSIONAL FJLR FOR WHO LOADS 11'6" . 41/2" .17 , . 381/2" 1/2" 77112"' 112" 113117' 1301!2" ® 7NOCATEO ON THLS ORAwHa IN Ato171aa To O THER L0A08#r5 8. THE M ICI OF TIMMO WAS IN SUIWANAAL. CONFORMANCE WIN 12' 41/2 112" 381/2" 591/2" 80112" 1011/2 119 112" 1361/2" AM UIL DESCR�D IN 201. E330 -OZ ASCE 7 °s AHD euameLC CODE PROTDCALS rAS �. 202. 2oa 12'5' 41/7117 fi 35112" {3 117 711 W 891F7' '107112" 1125 112" 9421!7' S. 71" APPROVAL R7a M 7W MMMCTURER To 00 Tic OF ALL 13' COILS 41/2" 112" 38112" 59112" 771/2" 951/2" 113112" 131 1/2" 1481/2" OF 2 � BE � � �+ � OF ACCIPTAMM • �* IESLt� ACCORDING 70 ASTM E-8 BY A DADE COUNIY APPR04ED LAB 4 U7' 17 112" 38112" 59112" 112" 101 117' 119 U2" 137117' 154112" sELECrED AM PAID BY THE MM�AIFAC LML EVERY 3 MONTHS. 4 TBAB A rrm 14' 41/2" 171/2 381/7 112" 80112" 1011/2" 1221/7"1143 1/2" 160117' A"�F""°' ° � M � �� Cori AT THE MANUFAC7URM PRODUCT! FACILTI . AND A NOTARRED STATEMENT /ROM TIE MANUFACTURER 7W ONLY COLS LWM YIELD SnMWM OF 32.000 PA OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIN NOTM Of ACCEPTANCE TABLE 3 TABLE 2 DOOR TRACKATTACHMENT SPLICE DOOR SECTION HEIGHTS o ow=wm HEIGHT A B C D E I F G H 1 J K L M N S WIGHT Btm 1122 #3 #4 1 #5 1 #8 #7 118 A ,RBwD,LO��,osmee,a,® s8 V6* 3" 14" 2T 38" 48" 58" 84" 70" 14 0' 21" 21" 21" 21" 21 21" 21" MAX � T 3" 14" 2T 38" 46" 58" 68" 75' 135' 21" 21" 21" 21" 21" 15' 1S' 21" ' " 14 r6' 3" 14" 27' 38" 45' W 68" 78" 82" 13 IF 21" 21" 21" t8" 18" 18" 18" 21" .48.8 PsF 8' 3" 14" Zr 38" 46" 58" 88" 78" w 17 5' 21" 18" 18° 18° 18" 18" 18" 21" -4U P7 4 8' 8" 3" 1 4" 27" 38" 40' 58" 8$" 78" 88" 94" 17 21" 2v 2t" 21" 21" 18" I 21" o 9 3" 14" 27° 38" 14C 1 58" 68" 78 88" 100" 11'6" 21" 21" 21" 15' 18" 18° 21" 9' 8" 3" 14" 27" 35' 46" 1 55' 68" 78" 88" 98" 196" 19'0' If 1€!' 18" 18° 18' 21" L� $ 10' 3° 14" 2T 38" 46" I 58" 68" 78" 88" 100" 112" 105' 21" 21" 21" 21 21" ANCE 10 r 14" 27" 3$" 45' 88' '6B" it 83P'.1w 110" 11'8" 1017" 217 . 21` 21" .18' 18" 2i" 11' 3" 14" 2T 38" 48" 88" 68" 78" 88" 100" 110 124" t8" 18" 18" 18" 21" W 2P 11 8" 3" 14" 27" '98" '48" $&" 78" 88" 1130" 110" 'i 130" 12' 3" 14" 27" 38" 46" 58" 68° 78" 88" 100" 110` 122" 138" 12x8" 3" 14" 2P 38 ". 48" U6r 78" 88" p0" 08"122" 432" 14'L' 96" 21" 2f 21" 18' 21" , a ,,,,,,,,,,,, 13' 3" 14" 2T 38" 46" 78° 88° 100" 114" 122" 134 148" g 0' 21" 1�' 18" 1$' 2 " MUM we TD7� 84 1000 mw 13'8° 3" 14" 2T 38" 48" 78" 88" 100" 109' 127 134° 44° 184" 7 5' 18" 18° 18" 18" 18" �.B� 112-210 14' 3" 14" 2T 38" 4B" 78" 88" 100" 114" 122" 134° 1A8" 180" 70' 21" 21" 21" 21" to won eA iii WMN 8UmT8IN1 56" 21" 18" 18" 21" B m�7rc Ak ow ow 9�- 9518 - /69-26 gem =wL=wmIlmk=wI ®TABLE 4 fr MAX SIX It a 14! ESCM LOAM / 445.! PSF 1 —4 &3 PSF 486E 18SSCE �Y PACT 35TAMCE om s 3® a - _ M1 . I - - I j b E , �/ ♦` . tiict e t 'i ..i . p ' � { T3:E T 0:• r • got P O R c n - - -- '- — 1 IV r �.! <• — 4qJ` flljf'��. Ltao. I4 rt ra . ' — _ «' ' �✓ —� SPA: 0)br -- ...E,. G.B :. • N7 �f'- I TExC P: C1:. � tL'�� .. x t :t.i tt ID-16 of 105 44 MlAti ekdee, 9,S:;/ /0// 6 ST RUCTURAL S OLUTIONS, P.A. Proj No.: 10 -002 5921 -G West Friendly Avenue Date: 2/9/2010 Greensboro, North Carolina 27410 Garage Door Windload Design Pressures 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: 1020 NE 105th St. Miami Shores, FL 33138 Garage Door Width: 16 ft Garage Door Height: 8 ft Basic Wind Speed: 146 mph Exposure: C Mean Roof Height: 14 ft Least Overall Horizontal Dimension of Building: 55 ft Distance from building comer to edge of garage door opening: 2.5 ft Roof Slope: >10 degrees Positive Design Pressure = 38.8 psf Negative Design Pressure = -43.5 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 docypnent is only to be used in conjuction with Amarr Garage Doors S H%� ®® o D® 579 ®� O 6d T ° 4 Thomas L. Shelmerdine, PE STRUCTURAL SOLUTIONS, P.A. Florida PE# 48579 J:\2010 Projects110 -002 Amarr 2010 Retrofit Doors11020 NE 105th St _Miami Shores FL 331381Garage Door Pressure Calculator ds F Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 137397 Permit Number: WS -2 -10 -219 Scheduled Inspection Date: March 09, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: WINOGRAD, JEFFREY Work Classification: Garage Door Job Address: 1020 NE 105 Street Miami Shores, FL Phone Number Parcel Number 1122320280030 Project: <NONE> Contractor: RITE WAY GARAGE DOOR CORP Phone: (305)547 -2113 Building Department Comments Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 08, 2010 For Inspections please call: (305)762 -4949 Page 29 of 34