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WS-10-1792Scheduled Inspection Date: October 26, 2010 Inspector: Bruhn, Norman Owner: MATZ, BETTY Job Address: 118 NW 97 Street Project: <NONE> Contractor: ABOVE ALL GARAGE DOORS Building Department Comments October 25, 2010 Miami Shores, FL 33150- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)7564972 Inspection Number: INSP- 152590 Permit Number: WS -10 -10 -1792 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number (305)496 -7442 Parcel Number 1131010250070 Phone: 305 - 556 -6633 GARAGE DOOR Pass ,,' /(2 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 19 of 24 Ntazt 0 — I5110 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 tt 11 BUILDING W 51 13q Permit No. PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): B ' '& L Cs--174 ENV I ✓ L LC Phone #: 3 7 "99 - i 5 Address: 1 1 3 LA) 9 " City: Mitt ifY) 1 i 0 r e S State: F 1. zip: 160 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 1‘Ce) •v.'7 ' �` 1c= - \* City: Miami Shores County: Miami Dade Zip: '3'3Sn Folio/Parcel #: 1/ — 3 10 / - 0-1'5 - no 3.0 Is the Building Historically Designated: Yes NO Flood Zone: .K F .• CONTRACTOR: Company Name �'�. qL�- ecbckil O�Phone #: �S •' 'kok13 Address: $°1dV N •11/4-A-5 1/4 �5 • \\ City `"5-1; 4'-a-- 1\ Q ' 1% State: CA- C CM" zip 3' Vie) Qualifier Name: 01 44 Phone #: S9•X State Certification or egistration #: Certificate of Competency #: Contact Phone #: 4C \ t ...-4 c J ` Email Address: Q‘CD:Ne-- � 3 Wee—V\ 1 :!° DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ i DO Square/Linear Footage of Work: Type of Work: DAddress OAlteration New ❑Repair/Re la ODe olition Description of Work: l c - �Q� .S�• '$ '.' - .�-- � ' X--\ " •pk ■-..a ....x......- --- S 6 ZkvINg=r - i N '4 .. . - NZ.\-ex:AS)....c— gcli*---v"c4CAN.--- COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ** * * * *** ********** ****** **** ********** F *.x***x **** ******* *************** Submittal Fee $ '� p Permit Fee $ //o CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 YQUR. 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 �. inspectiorl,u ilQ of be Opr"dtied and'a teirus ee op ee wtli ' " - e , + ° � Tyner or Agent The foregoing instrument was acknowledged before me this dad of : /y who is personally known to me or who has produced a- identification and who did take an oath. NOTARY PUBLIC: APPROVED BY Sign: A/tP' ) • M Go p xpire , / O / / f�'` � �► /d2 'a (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) Signature Notary Public State of Florida K Betanco My Commission 00803834 Ex i� eje 10/10/2010 ° • . Contractor The foregoing instrument was acknowledged before me this O day of ' 20 A OM �` n t' who is •e + . own to m OTARY PU t LI gin .: •s;` "s . P;iat : • C oTfiizission. Expires: ` . e a f.. v *,® • KO 4 OV.. a � y 461441 a :. ff( i�iii wwww rir.rt or who has produced as identification and who did take an oath. Notary Public State of Florida K Betanco My Commission 00603834 Ex.ires 10/1012010 -aT `lc ****** ****W ****9 ***** *****HQib+ k****** ****** * * ** H Q *fl Q **B a **** *+ N+ k**+ k+ k****+ k*** **+ b*B+ R*******+ k**+ k** *Ki**+h *********+k**** Plans Examiner Zoning Structural Review Clerk Invoice To:M R SANCHEZ INC 118 NW 97 ST MIAMI, FL 33150- 1735 Date 10/05/10 ABOVE ALL GARAGE DOORS OF SOUTH FLORIDA, INC. 8900 NW 119 STREET HIALEAH, FL 33018 PHONE : (305) 556 -6633 FAX: (305) 556 -2609 PHONE: FAX: Purchase Order Number Quantity Reauired Shipped B.O. 1 Ship Via Item Number F. O.B. Origin Sales Person MARIO RODRIGUEZ Description FURNISH & INSTALL 8' X 7' 6" NEW HURRICANE CODE APPROVED RESIDENTIAL GARAGE DOOR WHITE RAISED' PANEL DESIGN W/ A WOODGRAIN TEXTURE 12" RADIUS, VENTED W/TRIM FURNISH & INSTALL (1) RESIDENTIAL GARGAGE DOOR OPENER LIFTMASTER 1355 INSTALL WOODJAMS SUPPLIED BY CUSTOMER 2 CODE PERMIT RUNNING FEE & CITY FEE. LESS DEPOSIT RECEIVED. FULL DOOR BALANCE DUE UPON COMPLETION. subtotal total WE APPRECIATE YOUR BUSINESS! Thank You Ship To: M R SANCHEZ INC 118 NW 97 ST MIAMI, FL 33150 -1735 Invoice Customer No.: M R SANCHEZ Invoice No.: 48899 Terms C.O.D. Unit Price Required 10/05/10 882.75 374.50 80.25 225.00 Amount 882.75 374.50 80.25 225.00 - 600.00 962.50 962.50 NOT A il!!.6 - DLL NQT PAY RENEWAL lta. 518483 -6 OF SOUTH CC 0 028500567 493718 -2 guSLNESS NAME f LOCATION ABOVE ALL GARAGE DOOR 0 FLORIDA INC 8900 NW ,119 3 33018 . HIALEAH GARDENS WWEN ABOVE ALL GARAGE DR OF S FLA INC 2,4A CIAL Y UILRAI +B COP4TRACT T O' zoos. LAWS _Tr exottcr THE I TS 400 / 4 ", , 1 a LOEWE aUAU&3'C -- 7/20/ 010 02240016001 000075 - 00 SEE OTHER SIDE /2010 240016002 00175;00 DO NOT FORWARD ABOVE ALL GARAGE DOOR OF SOUTH FLORIDA INC MARIO RODRIGUEZ PRES 8900 NW 119 ST HIALEAH GARDENS FL 33018 i,a1i► ►bl ►► a►► A,►1 ► ►1 ►►ira►llii►►a►ll►tli► 1i► ►►,4 RRGELP `HOLDER MAY. SUSiNESS:A CONTRACTOR AS SPECIPIKI KFIE , ABOVE ALL GARAGE DOOR OF SOUTH FLORIDA INC MARIO RODRIGUEZ PRES 8900 NW 119 ST HIALEAH GARDENS FL 33018 DO NOT FORWARD tt 1 FIRST -CLASS us. STAG 'f PAIR !'MAIN, FL NO. 231 Tt115 15 TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE 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. UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NS LTR TYPE OF INSURANCE ADDL INER SUER WVD POLICY NUMBER POLICY DN. IMM/DDIYYYY) POLICY EXP (10MUDD/YYYY1 UNITS GENERAL UABIUTr COMMERCIAL GENERAL UABIUTY 1 1 OCCUR EACH OCCURRENCE $ /l s route i r tcel MED EXP (Any one parson) $ 1 CLAIMS -MADE $ PERSONAL 8, ADV INJURY S GENERAL AGGREGATE 5 OEM LAGGREGATE UNIT APPLIES PER POLICY f 5 T I I we PRODUCTS - COMP/OP AGO 5 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT {E° =bent) $ T BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per ate) $ 8 8 UMBRELLA LIAR EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE 5 DEDUCTIBLE RETENTION $ S S A WORKERS COMPENSATION AND EMPLOYERS'' UAAB TY 6 F P tCP�N M BER EXCLU DED? (Mandator/1n NH) DESCRIPTION OF OPERATIONS Y / N NIA WC 45-57-044-06 03/91(2010 03/01/2011 r 1 X JJ l TORY S LIMITS 1 I ER CUT E.L. EACH ACCIDENT $ 1,000,000 below E.L. DISEASE- EA EMPLOYEE 5 1,000,000 E.L DISEASE - POUCY UMIT S 1,000,000 Location Coverage Period: 03/01/2010 03/01/2011 Client#: 63185 DESCRIPTION OF OPERATIONS /LOCATIONS 1 VEHICLES (Attach ACORD 101, Add Monet Remarks schedule, If more space is mRutred) Coverage le provtdsd for Above All Garage Door of South Florida. Inc. only those employees leased to but not 8900 NW 119th St subcontractors of: Hialeah Gardens, FL 33018 From: ACORD CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR 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 certificate holder is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER J. Smith Lanier & Company 11330 Lakefleld Drive Building 1; Suite 100 Duluth, GA 30097 INSURED Professional Management Services Group, Inc. Alt. Emp: Above All Garage Door of South Florida. Inc. 4224 West Henderson Blvd. Tampa , FL 33629 CONTACT NAME: PHONE N . Nob ADDRESS: PRODUCER CUSTOMER ID* INSURER(S) AFFORDING COVERAGE INSURER A: Zurich American Insurance Company INSURER B : INSURER C : INSURER D: INSURER E INSURER F DATE (MMIDDIYYYY) 10/06/2010 16535 NAIC COVERAGES ACORD 25 (2009/09) CERTIFICATE NUMBER: 10FL100756600 CANCELLATION 10/08/2010 00:44 #235 P.001/002 REVISION NUMBER: Miami Shores Village Building Department 10050 NE 2 Ave. Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE m 1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD THE ANY MAY POLICIES. I POLICIES REQUIREMENT PERTAIN. RIM OF INSURANCE LISTED BELOW TERM OR CONDITION THE Ir URANCE AFFORDED AGGREGATE LIMITS SHOWN MAY TM" RR laal CIANeF HAVE SEEN ISSUED TO THE INSURED OF ANY CONTRACT OR OTHER 9Y THE POLICIES DESCR19E0 HAVE OEEN REDUCED PY PAID POUCYNUMOER NAMED MIME DOCUMENT WITH HEREIN 18 SUBJECT CLAIMS. pp��r * AT ni lr nYm FOR THE POLICY RESPECT TO wH1CH TO ALL THE TERMS, �yrp�p�pAnpp DsTV tupf�lfnnh'tnlri PERIOD INDICATED. NOTWITHSTANDING THIS CERTIFICATE MAY DE ISSUED OR EXCLUSIONS AND CONDITIONS OF SUCH LIMITS A G81eRRALU8881aTr 0L00431510 04/04/2010 04/04/2011 000vpe1ENOe s 1,000,000 s 1 00,000 _ 8 5,000 COMMERCIAL GENERAL UABIUMY a ron eeewr MADE X OCCUR ,aeee MED EXP IAnY on. Pat6e4) X � C , L , A , IMS e1+S,r0 $500 DED PRR oNAL $AOV INAIIRT 8 1, 000.0 s 2,UULINUU GENERAL AGGREGATE _ IN I ,A CO IT AP PERI l POUCT I X15 I kw PRODUCTS - COMP /OP AGO S 2,000,000 B wur0M001Le LIABILITY X — _ ^'^ X ANYAUTO ALL OWNED AUTOS SCHEDULED AVYOB SIM AUTOS NON4WN5D AUTOS COMP /COLL DED 5500 01A 001185001 04/04/2010 04/04/2011 COMBINED WHOLE LIMIT (5* NC ae00 8 1,000,000 BODILY INJURY paw osrwn) S BODILY INJURY (Peraomasn0 S FROPErI YDAMAGE (Per acahle,d) 8 X UM $100.Q00 GARAG5L1ABIUTY ANT AUTO AUTO ONLY• EA ACCIDENT • 8 OTHER TIIAN FAACC S AUTO ONLY: AOO $ E Excess/ UMBRELLA LIADILITY X amp ❑ CLARKS MADE R DEDUCTIBLE RETENTION It XBS0007$25 04/04/2010 04/04/2011 EACH OCCURRENCE S ontlen s 2.000,000 2, 000,000 aCE 8 S WORKERS COMPENSATION AND EMPLOYERS* S LIABILITY Y ANY PPROPWETC a (MO oamry m Wlj acumen? gy e y att IQ b*..' yy TiMI i Y I IO 1 7 91 P. L: QIOPN 5.L. DISEASE. EA EMPLOYES S $ E.L. DISEASE •POLICY PM' E C OTHER IMPROVEMENTS & BETTERMENTS 1305185091474100 04/04/2010 04/04/2011 5350,000- SPECIAL- DED $1,000 6 %WIND & MAIL DED/ RC DE$CR1PnON or OPERAnON5 / LOCATIONS /VEICCIAS / ExCWSIONB AWED VT ENDORSEMENT / SPECIAL PROYIBWNS D- Business Personal Prop. Cps1174501 04/04/2010 04/0412011 $500,000 - Special- Ded $1000/ Rc/x wind CERTIFICATE HOLDER IS USTED AS ADDITIONAL INSURED ON REGARDS TO THE GENERAL LIABILITY. CERTIFICATE HOLDER CANCELLATION ' MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVE MIAMI SHORES FL 33138 ......._ .... __. _.__. SHOULD ANT OP THE ABOVE DESCRIBED MORES BS CANCELLED WORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CBAITIFICATE H DER NAMED TO TN LEFT. BUT FAILURE TO Do a0 SHALL IMPOSE NO OBLIGATION LI LnY OP ANY KIND UPON THE MUM. ITS AGENTS OR , warms trrxr VBS. AUT ENTAT / JACQUELINE UNE PENH From: OCT- 06- 2010(4ED) 16157 10/08/2010 00:45 #235 P.002/002 (FRX)7863887244 P. 002/002 s4ORds CERTIFICATE OF LIABILITY INSURANCE PRODUCER ALLSAFE INSURANCE GROUP 7171 CORAL WAY, SUITE 209 MIAMI, FL 33155 (306) 282-6244 INSURED ABOVE ALL GARAGE 000R OF SOUTH FLORIDA INC 8900 NW 119 ST HIALEAH, FL 33018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POL(SIE$ BELOW. INSURERS AFFORDING COVERAGE INSURER A' GOTHAM INSURANCE COMPANY mums s: NATIONAL GROUP INSURANCE usyRER o: UNDERWRITERS AT LLOYDS I DATE IMMIDO/YYYY) 10/08/2010 NAIC d IN$URI;R D: SCOTTSDALE INSURANCE COMPANY INSURER E: SCOTTSDALE INSURANCE COMPANY COVERAGES ®1988 -2009 ORPORATION. All rights reserved. The ACORD name and Ioao are roalstored marks of ACOR CT B Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 0213S00567 ABOVE ALL GARAGE DOORS OF SOUTH MORO:A INC ' ALMANZA GUSTAVO A Is certified under the provisions of Chapter 10 of Miami-Dade County VALID FOR CONTRACTING 'UNTIL 09130'2012 DA INC CTQB B Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY D.B.A.: 02BS00567 ABOVE ALL GARAGE DOORS OP SOUTH ' ALMANZ,A GUSTAVO A Is certified under the provisions Chapter 10 of Miami - VALID FOR CONTRACTING UNT Q 3 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FORTHE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDMON 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 70 ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS 1 TR ADD'L NSRO TVPP IP; OP TRANCE POLICYNUMDER ppppLICYEF� ��yy�� DATP MMIgL M A ooOUuCYp��pp�pp��yyO - DATP IMI� t M LIMITS A GENERALLIAEIU1Y COMMERCIAL GENERAL UAOILIrr GL00431510 04/04/2010 04/04/2011 EAC DCCupRENCE $ •1,000.000 Y 11XM - tfreo PRNABEES IPn Gem hAflam $ 100,000 $ 5,000 X CMS MADE X OCCUR MED MP Kay one sateen) 81 P0 $500 DED PRR ONALIADV INJURY $ 1,000,000 a 200%000 GENERAL AGGREGATE Ot44N D LIMITAPPU PERI PRODUCTS - COMP/OP AGO $ 2,000,000 1 POLICY I X I JP{': r FLOC B . AUTON08ILELWBUIIY X ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON•OWNEDAUTOS COMP /COLL DED $500 01A 001185001 04/0412010 04/04/2011 COMBINED INOLEUM1T M. m allini1 $ 1,000,000 BODILY INJURY (Per mom $ — _ BODILY INJURY (Peraoal$eM) $ — X PROPERTY DAMAGE (Parawdaau – $ X UM 5100,000 GARAGe UABUJTY ANT AUTO AUTO ONLY. EA ACCIDENT ' $ OTHER THAN EA ACC $ R AUTO ONLY: ADO $ E EXCESS I UMBRELLA UADIUT, OCCUR ❑ CLAIMS MADE DEDUCTIBLE RETENTION $ X88000 04/04/2010 04/04/2011 EACH OCCURRENCE $ $ 2,000,000 ��p�qq��g�� - EACH OCCO 2,000,000 $ H 5 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY AN Y P O ER �( Nom? CUTIVE (IN N wy In 4N)g► PROVISIONS balmy Wog pTU. T��_ I TOAV Ti I I E.L.•EAON ACCIDENT 5 D.L. DISEASE • EA EMPLOYEE 5 E.L. DISEASE - POLICY LIMIT 3 C _AVGaIAI IMPR OVEMENTS & BETTERMENTS B0518S091474100 04/04/2010 04/04/2011 $350,000- SPECIAL- DED $1,000 - 5 %WIND & HAIL DED/ RC DESCRIPITON OF OPERATIONS f LOCATIONS (VEHICLES 1 EXCLUSIONS ADDED BY ENDORSSMENII SPECIAL PROVISIONS D- Business Personal Prop. Cps1174501 04/04/2010 04/04/2011 5500,000- Special- Ded 51000/ Rdx wind CERTIFICATE HOLDER IS LISTED AS ADDITIONAL INSURED ON REGARDS TO THE GENERAL LIABILITY. OCT- 06- 2010(WEO) 16157 A 5 t? CERTIFICATE OF LIABILITY INSURANCE PRODUCER ALLSAFE INSURANCE GROUP 7171 CORAL WAY, SUITE 209 MIAMI, FL 33155 (305) 282 -5244 INSURED ABOVE ALL GARAGE 000R OF SOUTH FLORIDA INC 8900 NW 119 ST HIALEAH, FL 33018 ( THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE ws(Rsue GOTHAM INSURANCE COMPANY INSURER e: NATIONAL GROUP INSURANCE INsuRERO; UNDERWRITERS AT LLOYDS INSURER D: SCOTTSDALE INSURANCE COMPANY mum e: SCOTTSDALE INSURANCE COMPANY I DATE (MlWD$YYYY) 10/06/2010 NAIC S COVERAGES CERTIFICATE HOLDER ACORD 25 (2009/01) CANCELLATION ® 1988.2009 The ACORD name and loon are roolstered marks of ACO (FAX)786388724a MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVE MIAMI SHORES FL 33138 SHOULD ANY OP THE ABOVE DESCRIBED POLICIES S8 CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAO. 3 DAYS WRITTEN NOTICE TO THE CERTIFICATE H • LDBR NA$1C8 TO THE LBPT. BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION U UTY OP ANY KIND UPON THE INSURER, ITS AGENT'S OR REPRESENTATIVES. AUTHORIZED REPRESENTA JACQUELINE PENA P. 002/002 ORPORATION. All rights reserved. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE 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. I LI R TYPE OF INSURANCE ADDL S AND POLICY NUMBER (MMMIDD/YYYY) (MNWDIIYY LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea occurrence) $ CLAIMS -MADE MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'LAGGREGATE UMIT APPUESPER: POLICY E T LOC PRODUCTS - COMP/OP AGG $ AUTOMOBILE LIABIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE UMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABIUTY OFFICER/MEMBER�EXCLUDED ECUTIVE ❑ (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA WC 45-57- 044 -06 03/01/2010 03/01/2011 X WUT ATU OTH- TOIMITR ER EL EACH ACCIDENT $ 1,000,000 E.L DISEASE - EA EMPLOYEE $ 1,000,000 E.L DISEASE - POLICY UMIT $ 1,000,000 Location Coverage Period: 03/01/2010 03/01/2011 Client#: 63185 DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, K more space Is required) Coverage Is provided for Above All Garage Door of South Florida, Inc. only those employees leased to but not 8900 NW 119th St subcontractors of: Hialeah Gardens, FL 33018 Miami Shores Village Building Department 10050 NE 2 Ave. Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE id . L 'T'V -° m^ ACQR ) CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR 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 certificate holder is an ADDITIONAL INSURED, the policy(Ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in Ileu of such endorsement(s). PRODUCER J. Smith Lanier & Company 11330 Lakefield Drive Building 1; Suite 100 Duluth, GA 30097 INSURED Professional Management Services Group, Inc. Alt. Emp: Above All Garage Door of South Florida, Inc. 4224 West Henderson Blvd. Tampa , FL 33629 CONTACT NAME: PHONE _INC . No. Ext)• E -MAIL ADDRESS: FAX (A/C. No): PRODUCER CUSTOMER ID #: INSURER(S) AFFORDING COVERAGE INSURERA Zurich - American Insurance Company INSURER B: INSURER C: INSURER D : INSURER E : INSURER F : DATE (MM/DD/YYYY) 10/06/2010 NAIC 16535 ACORD 25 (2009/09) • The ACORD name and logo are registered marks of ACORD REVISION NUMBER: @ 1988-2009 ACORD CO RPORATION. A ll rig reserve to I i 5 b _.t -tr. t,o Permit No: 10- / //:)- Job Name /0 ,2010 Norman Bruhn CBO 305 - 795 -2204 Building Critique Sheet / - 4 e 7 h - M iami Shores Village Building Department /" 7r./»J , 7; / tr. t % /`/4 A 1D 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. BUILDING CODE COMPLIANCE OFFICE (B PRODUCT CONTROL DIVISION 0 COMPLIANCE WITH ALL FEDERAL NOTICE OF ACCE$T DAB Door Company, Inc. 12195 NW 98 Avenue Hialeah Gardens, FL 33018 SCOPE: BY- I -DADE COUNTY, FLORIDA 0-DADE FLAMER BUILDING AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305 375 -2901 FAX (305) 372 -6339 ULES AND REGULATIONW amidade. ov/buil ' code 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 gther greas where allowed by the Authority Having Jurisdiction (AHJ). • • • This NOA shall not be valid after the expiration date stated below. The Miami Dade C7o m y Prodwat•Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade tg) res g ht to have this product or material tested for quality assurance purposes. If this pr t M t d mater L_ perform in the accepted manner, the manufacturer will incur the of such d tln' "' may • immediately revoke, modify, or suspend the use of such product or material within withiqleit ion.' ORA • • reserves the right to revoke this acceptance, if it is determined by Miami -Dade •(ey X Prochi t• Division that this product or material fails to meet the requirements of the applica ile.I i14i g carte ), This product is approved as described herein, and has been designed to comply withTe 11diida diia Code, including the High Velocity Hurricane Zone. r • " • DESCRIPTION: 9'- 4"Wide x 16'High Steel Sectional Garage Door w/ Window the Option • • • • .�' APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01 /01, with last revision E dated 12/23/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 0915.09 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 09-0128.04 Expiration Date: August 9, 2011 Approval Date: March 18, 2009 Page 1 • • • • • • • DAB Door Company. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01 -09, titled "Sectional Garage Door", dated 02/01/01, with last revision E dated 12/23/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 201-94 . 4) Forced Entry Test, per FBC 2411 3.2.1, TAS -44 • • • • along with marked -up drawings and installation diagram of a D'AM824 24 CYA• • • Sectional Garage Door with Fixed Windows, prepared by Hum „ape Engineerng & • Testing, Inc, Test Reports No. HETI- 08- 2149A/B, dated 06/271Q8, gigged 9Ud�'aled by Candido F. Font, P.E. 2. Test report of Tensile Test per ASTM E 8, Report No HETI 08'T182, pre •••••• a f y Hurricane Engineering & Testing, Inc., dated 12/23/08, signed'.add's&aled by Candido F. Font, PE. • • . . • • • 3. Test report of large missile impact test per PA 201 and cyclic wind pressure > :Ter PA 203 on "Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01 -974A, dated 01/29/01, signed and sealed by Hector M. Medina, P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on "Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc., Report No HETI 01 -969, dated 01/18/01, signed and sealed by Hector M. Medina, P.E. "Submitted under NOA # 01- 0516.03" 5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/98, signed by W. A. Jackson, P.E. "Submitted under NOA # 03- 0210.04" C. CALCULATIONS 1. Anchor verification calculations prepared by Al- Farooq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. E -1 09 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09- 0128.04 Expiration Date: August 9, 2011 Approval Date: March 18, 2009 • • • • • DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13. 2. Notice of Acceptance No. 07- 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiringon 11/29/12. • 3. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products, l,I;C, for, their, Expanded Polystyrene Block Type Insulation, approved on 04/28/W'9nd expifi1i on 08/27/08. 4. Notice of Acceptance No. 07- 0301.10, issued to Dyplast Products, • C, for t$ • Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 06/07441 and exRirtng on 01/11/12. •• •• •• • E -2 • • • "Submitted under NOA # 05- 0228.02" • • 5. Test Report on Accelerated Weathering Using Xenon Arc Lightiatatus Test per • • ASTM G155 of "PVC Extrusion Material ", prepared by Hurricane Engineering Testing, Inc., Report No HETI 04 -A002, dated 09 /27/04, signed and sealed by Rafael E. Droz -Seda, P.E. 6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04 -T251, dated 11/29/04 signed and sealed by I. Ghia, P.E. 7. Test Report on Self - Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material ", prepared by ETC Laboratories, Report No. 04- 761 - 15019.0, dated 05/06/04, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance issued by Al- Farooq Corporation, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by Al- Farooq Corporation, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. • G. OTHER 1. Notice of Acceptance No. 05- 0915.09, issued to DAB Door Company, Inc, approved on 04/13/06 and expiring on 08/09/11. M Carlos . Utrera, P.E. Product Control Examiner NOA No. 09 -0128.04 Expiration Date: August 9, 2011 Approval Date: March 18, 2009 • • • • • • • • . • DOOR NEIGH! CIS OF 8 -8' 8'-9" 2 SECTIONS 18' 3 SECTIONS 21' 1 SECTION 18' 4 SECTIONS 21 7. 7-9' 8' 8' -3' 8'-8' e' 8' e'-3" 9' 10' 18-3" 18-8` 10'-8' 11' 11' -3' 11• 11 -9 12' 1Y -3' 17 -8' 13' 17 18 -8" 13' -B" 14' 14. -r ,4 14'-8' 18' 15' -3' 18 -8' 18-9' 18' 2 SECTIONS 18' 2 SECTIONS 21' 1 5EC110N 18 3 SECTIONS 21' 4 SECTIONS 21" - 8 SECTIONS 18' - 4 5EC11083 18' 1 SECTION 21' 3 SECTIONS 18' 2 SECTIONS 21' 5CIIONS21'- 8 SECTIONS 18' - 5 SECTIONS 18* 1 SECTION 21' 4 SECTIONS 18' 2 SECTIONS 21' 3 SECTIONS 18' 3 SECTIONS 21" 2 SECTIONS 18' 4 SECTONS 21' 1 SECTION 18' 8 SECTIONS 21' 6 SECTIONS 21 - 5 SECTIONS 18` 2 SECnIXS 21' 8 SECTIONS 18" 1 SECTION 21' 4 8621)088 18' 3 SECTIONS 21' 3 SECTIONS 18" 4 SECTIONS 21 2 SECTIONS 18' 5 SECTIONS 21 1 SECTIONS 18' 6 SECTIONS 31' 7 SECTIONS 21' - 8 SECTIONS 18' 2 SECTIONS 21' 5 SECTIONS 1e' 4 SECTONS 18' 3 SECTIONS 18' 2 SECTIONS 18' 1 SECTION 18' 8 SECTIONS 21' 8 SECTIONS 18' 5 SECTIONS 18' 4 SECTIONS 18" 3 SECTIONS 18' 2 SECTIONS 18" 1 SECTION 18' 9 SEC1IONA 21' 8 SCOTERS 18' 3 SECTIONS 21' 4 susses 21" 9 SECTIONS 21' 8 SECTIONS 21' 7 SECTIONS 21' 3 SECTIONS 21" 4 SECTIONS 2,' 8 SECTIONS 21' 8 SECTIONS 21" 7 SECTIONS 21' 8 SECTIONS 21 4 SECTIONS 21 .158 DIA, GALV. AIRCRAFT TYPE W/ M 5 T 1�� FACTOR 8'%3'X0.1' STEEL PLATE WITH (2) #14 X 5/8' SIBS CENTER SALE OUTSIDE HANDLE OUTSInE KFYED LOCK LOCK BM LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE 1' W X .15" 114K. LATCH DR. HINATOUN wow raRucnates fl`� 1888 THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT `-END STILE .07 1) 7-1/2' GALV. STEEL TER Net W/ (4) #14 X 1/2' SMS BRACKET BRACKET STD. UFT DOOR LOW HEADROOM DOOR OPTION LOCK BAR GUIDES INSTALLED ON END STILE X .8W LOCK 8AR WITH (4) 814 X 5 /8' SMS .187 TIN TRACK ON EACH SIDE OF DOOR 7 -7/8' X 3-1/8' X .010' STEEL. PLATE WITH (4) #14 X 3/4' SDS INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR •• ••• • • • • • •• • • • • • • • • R6i�NERA!•NOT€S • • • •• 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOURDADITS OF THE FIEN % BUILDING CODE 2004/2807 maw INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL IBE AY OSim. SPASED AS SHOWN ON DETAILS! • ANCHOR EMBEDMENT TO SASE MATHNi6I! SASS. SIE BEYOND •NALL • DRESSING OR 91=00. • • • • • • • • 3. ALL BOLTS, NUToANT} WASFRRS SRALL BZ ZINC•PL& D N STEEL.• 4. ANCHORING OR tOBD CVDITIONS p o f THg1 THOSE S&H 4 N IN • THESE DETAILS ARE NOT PART OF 'MS APPkOY 9. A LOAD DURATION 940RFASEg S USED e4 DESIGN OF ANCHORS INTO W000 ONLY. •• • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0 00 • • • ••• • • bl g m OPTIONAL FLUSH FACE WOOD GRAIN DESIGN DAB DOOR MODEL 824 MAX. SIZE 9' -4' WIDE X 16' -0" HIGH DESIGN PRESSURE RATING m + 50.0 PSF - 60.0 PSF JAN 13 2009 0. drawing no. 01 -09 (sheet 1 of 5 ) FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE 0.55 S.G. 1 -3/ 8' 1.9' X 2.19' X 3.3' X .102' STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 2-1/8" WMXSTEEL .078' FASTENED TO TRACK PLATES W/ 1 e X 5/8' TRUSS 1D. Y & LOCK NUT STEEL TRACK BRACKET FASTENED TO *000 JAMB WITH 5/16' X7}}11-{�- q8qpp/��8p'' EW )) LAG SCR ONE PER lTRACf OPTIONAL STOP MOULDING BY DOOR I A USt 114 X 5/8 SINS r 6 PER MMNCE f 1/2' X 1 -3/4 X .059' FORMED STEEL -GLUED TO PANEI. ARID SECURED TO END ST5.E 0111 3/16' POP RIVETS 0 12' 0.C. 7/18' PUSHNUT INSTAUE0 ON ROLLER SHAFT SOLH) BRASS DOOR VIEWER BY 'SCHIAGE SECURITY HARDWARE' INSTALLED IN 9/16' DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 1 -7/8' X 2 -5/8' X .045' STEEL CENTER SOLE, GLUED AND RIVETED TO PANEL W/ (4) 3/16' RIVETS 7 -1/2' X .050' GALV. STEEL CENTER HINGE SECTION B-FI 114 X 8/8' SAS. 4/ HINGE INTERIOR SIDE 3 4 X 2' X 2-1/2" X 18 GA. STEEL DO ' STILE. CONNECT TO PANELS WITH FLAPS AND 3/16' ALUM RIVETS SEE DETAIL ABOVE POP RIVETS �� ij�I ra H [ �,iiI•. • • ,•• • • • • •,, • • •• • NYLO /RIFE. • R' iL W/ .44 DIA. X 4 -1/4' STEM END •• ••• • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • EDGE DISTANCE • • •• • • • • • • • . • • • • • • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • •.. • • 1 Z 3 /1 6 1/2' PUNCHED HOLES 04'0.0. /ANCHOR TYPE A OR 8 PER SEE SHEET 3 FOR BRACKET SPACING 1/4-20 SS BOLT • NUT Fn¢r. TXR. HUMAYOUN 1811000 SINUCTURES "a CAA. JAN 13 2009 ANCHORS A) 3/11' 08. POWER -RMT RY'POWFR4' 2' YIN. EMBED INTO CONCRETE 1 -7/8' 88N. EWE DISTANCE 8) 3/8' DIA. 141.0 5PFVFJOL'MI'D 1 -1/4' 89N. EMBED INTO CONCRETE OR FILLED BLOCK 1 -5/8' YIN, EDGE DISTANCE INTO CONCRETE 4' MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE 1'c - 3000 P9 YIN. C -90 GROUT FILLED BL00C Pm - 2000 P9 MIN. DOOR HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD4TH 5TH B1 B2 83 84 85 88 B7 88 8' -0" 18 18 t8" 18" N/A 1" 11 -3/4" 23" 34 45" 56 87 - 8' -6" 21" 18" 18" 21" N/A 1" 11 -3/4" 23 34 45" 58" 87" — 7' -0" 21" 21" 21 21 N/A 1 11 -3/4 23" 34" 45" 88" 87" — 7'-8" 18" 18" 18 18" 18" 1" 11 -3/4" 23" 34" 45" 58 87" 78 -1/4" 8' -0" 21" 18" 18" 18" 21" 1" 11 -3/4" 23" 34" 45" 58" 67 78 -1 /4" SECTION A - A HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .059" FORMED STEEL GLUED VET PANEL um 9 AND FASTENED To (2) 3/18" 1• RIVETS FASTENED W LOW HORIZONTAL RE8 8'ORCELIENT 1/2" X 1 -3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/18" POP RIVETS 5/18" MEETING RIB 1.82" DIA X .50 ROLLERS 8/ .44 RIA X 4-1/4" STEM OPTIONAL INSULATONS: BY 'Ow1AST PRODUCTS LLC US-EXPANDED POLYSTYRENE DENSITY u 1.05 PCF 5.0A 107- 1107.08 OR I50-25 POLY- ISOCYANURATE LIMIT? - 2.0 PC? N.O.A. 107 -0301.10 OR R1' 'MS19 FOAM DENSITY 0.92 PCF 5.0.A. 107- 1018.07 14 GA OALV. STEEL ROLLER HINGES FASTENED W/ (4) 114 X 5/8" SMS MIN. .024* ROLL FORMED STFEEL.. PANEL DRAWING QUALITY 0-40 GIN. YIELD STRENGTH m 34 KS WITH PRIMER AND RNCED -0N POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL. 12 G4. QAI.V. STEEL. F ROM BRAmET FASTENED (4) 114 X 5/8" 555 BOTTOM SEA. .058 AWN PLATE 811)4 1/8" X 1" S.M.S. • 48" 0.C. AND RUBBER WEATHERSEPoPP1NG 2"X5- 1/2"X.104" OALV. STEEL (4) 14 X /8" 5 S. 5•800M DOOR OPTION 2 1 O 1 TRACK CONFIGURATION • • • • ••• • • • • ••• ••• • 14 DA GALV. STEEL TRACK - SEI;TTONS ARE NUMBERED STARTING AT THE BOTTOM 1.9" X 2.19" X 3.3" X .080" STEEL TRACK 9RACKETS 2 -3 18" HIGH CON TO TRACK WITH 1/4" BOLTS & NUTS. FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL. TRACK BRACKETS AT 10" 0.C. • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • r• •• • • • •• • • • ••• •• • • • •• • • • • • • • • • • ••• • • • ••• • • • • • • • • • •• • • • •••, • • • • • • • • • • '• • • • • • • • • • •• •• TaL- JAN 1 3 2009 VERTICAL TRACK 2 -1/8" X 1" X .080" SECTION A —A STANDARD UFT AVAILAA.BLE TRAcK OFITIONS LOW HEADROOM DOUBLE TRACT( PAoECT•E1Tt= BeYilrieC •t Ampow• • drowing no. 01 -09 j (sheet 3 of 5 ) WOOD FRAME BUILDINGS STUD WALLS OR 000R OPENING NOT BY DAB 000RS) SHALL BE FRAMED SOW BY NOT LESS THAN (3) 2X8 PRESSURE TREATS) GRADE 2 SYP OR BETTER WOOD STUDS. STUD WALLS TO BE CAM. FROM FOOTING TO WE BEAM. ENGINEER OF RECORD TO MERRY ADEQUACY OF THE SUPPORTING STRUCTURE. WOOD CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2118 SYP WOOD .IAMBS WHICH SHALL. BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" U1.TRACON BY %LEV WRH SPACING OF zr 18' 0. 4 0 � P51 CONCRETE, 2-1/4' MIN. 3/4 M EMBED 2 -t /2" MIN. EDGE DISTANCE 1/4' TAPPER BY 'POWERS' WITH SPACING OF 14' 0.C. INTO BLOCK WALL. BATH 1 -1//2 MIN. fl413ED 18' 0.0. INTO 3040 PS CONCRETE, %TN 1 -3/4' MN. EMBED 3" MN. EDGE DISTANCE 3/9" CONFIDE BY 'ELCO' OR 3/8" LOT BY YTW' WITH SPACING OF 24' 0.C. INTO 3000 PS CONCRETE. WITH 2 -1/2" MN. EASEL) 2" MIN. EDGE DISTANCE 3/8• HLC SLEEVE BY 'HRTL' WITH SPACING OF 17" 0.C. INTO BLOCK WALL, WITH 1 -1/4' MIN. EMBED, 4' 6-N. EDGE DST. 18' O.C. 1NT0 3000 PS CONCRETE, WITH 1 -1/4' MN. EMBED AND 2 -1/2" MIN. EDGE DISTANCE THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR 4 BARS WENDING INTO FOOTING AND INTO TM BEAMS ALL BARS BE CONTINUOUS FROM WE BEAMS TO FOOTING. PREPARATION OF JABS BY OTHFRS 5 /18 X a 8" LAG AT 12' O.C. 1 -1/2' STEEL STRUCTURE BY OTHERS .-- MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/18' DIA. BOLTS - WITH WASHER a NUT AT 12" 0.C. MAX. ....--1 71 4 2' X 2 1 X 14 0A ADME COD. 12 OA. GALV. STEEL F1AT BRACKETS f3" LONG AT 12' 0.C. N DOOR OPNG. AT 10' 0.C. ABOVE 0008 OM. CONNECTED TO CCNF. ANGLE 5/ (3) SPOT WELDS AT EACH SIDE li +rstl: S� a:1 H1.0 SLEEVE BY 191M 3 = HLC SLEEVE BY 'HI. ANCHORS ANCHOR SPACING STRUCTURE EM8E0 SPACING EDGE DIST. EDGE DIST. • • •• • • • • • • • • • • gRT� N •lRA6DK INSTALLATION • • • • iT • • • • • • •• ••• •• • • • •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2-1/8" X 1' X 14 G0. GALV. STEEL. TRACK TO W 2) 1/4-20X5/1" HD. CONCRETE Co - 3000 PSI MIN. C -90 GROUT FRIED BLOCK Cm - 2000 PSI MIN. • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •1 • • • If • • • • 'bR HUTA:Mt& FAR000 STRUCTURES FBA PE 18857 CAA. 3B • JAN 13 2009 drawing no. 01 -09 (sheet 4 of 5 ) #8 X 3J4' SIAS —0 3/6 FROM ENDS AND r O.C. MAX. (4) #8 X 3/4' SMS 0 1 -3/8' FROM ENDS AND 6-1/2" 0.C. MAX. .175 X .082 DEEP 080080 1/4' POLYCARBONATE IEXAN BY SABIC INNOVATIVE MASTICS NOA #08- 0305.02. .175 X .062 DEEP GROOVE (4) /8 X 3/44 SMS 0 1 -3/8' FROM ENDS AND 6-1 /Y 0.C. MAX S8 X 3/4- TMS O 3/8' FROM ENDS AND r O.C. MAX. 7/16' DM. WASHER DOOR PAM]. 24 OA. (.024) STEEL MIN. DOOR PANEL 24 GA. (.024) STEEL MIN. /8 X 3/4' was O 3/8' FROM ENDS AND 4 -1/Y O.C. MAIL 21 3/4- MAX WOW. WIDTH ✓s:: woo- .:Y�'J •• •• 175 X .062 DEEP i • • • • • • • •• ... • • • • ••• • • • • • • • • 0 • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTON • ••• • • • •• • • • . • • •• • • • •i 7 INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS JAN 18 2009 * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION OPENING SIZE MEAN ROOF HEIGHT 20' -0" 21' -0" 22' -0" 23' -0" 24' -0" 25-0" 8' x 6' + 44.3, -56.0 PSF + 44.8, -56.6 PSF + 45.2, -57.2 PSF + 45.7, -57.7 PSF + 46.1, -58.2 PSF + 46.5, -58.7 PSF 8' x 7' + 43.8, -55.0 PSF + 44.3, -55.6 PSF + 44.7, -56.2 PSF + 45.1, -56.7 PSF + 45.6, -57.2 PSF + 45.9, -57.7 PSF 8' x 8' + 43.4, -54.2 PSF + 43.9, -54.7 PSF + 44.3, -55.3 PSF + 44.7, -55.8 PSF + 45.1, -56.3 PSF + 45.5, -56.8 PSF 8' x 10' + 42.7, -52.8 PSF + 43.1, -53.3 PSF + 43.6, -53.8 PSF + 44.0, -54.3 PSF + 44.4, -54.8 PSF + 44.7, -55.3 PSF 8' x12' + 471, -51.6 PSF + 42.5, -52.1 PSF + 43.0, -52.6 PSF + 43.4, -53.1 PSF + 43.8, -53.6 PSF + 44.1, -54.1 PSF 8' x 15 + 41.2, -49.7 PSF + 41.6, -50.3 PSF + 42.0, -50.7 PSF + 42.4, -51.2 PSF + 42.8, -51.7 PSF + 43.2, -52.1 PSF 9' x 6' + 44.0, -55.3 PSF + 44.4, -55.8 PSF + 44.8, -56.4 PSF + 45.3, -56.9 PSF + 45.7, -57.4 PSF + 46.1, -57.9 PSF 9' x 7' + 43.5, -54.3 PSF + 43.9, -54.8 PSF + 44.3, -55.4 PSF + 44.8, -55.9 PSF + 452, -56.4 PSF + 455, -56.9 PSF 9' x 8' + 43.0, -53.4 PSF + 43.5, -54.0 PSF + 43.9, -54.5 PSF + 44.3, -55.0 PSF + 44.7, -55.5 PSF + 45.1, -56.0 PSF 9' x 10' + 42.3,' -52.0 PSF + 42.7, -52.5 PSF + 43.2, -53.1 PSF + 43.6, -53.5 PSF + 44.0, -54.0 PSF + 44,3, -54.5 PSF 9' x 17 + 41.7, -50.8 PSF + 42.2, -51.4 PSF + 42.6, -51.9 PSF + 43.0, -52.3 PSF + 43.4, -52.8 PSF + 43.7, -53.3 PSF 9' x 16' + 40.8, -49.0 PSF + 41.2, -49.5 PSF + 41.6, -50.0 PSF + 42.0, -50.4 PSF + 42.4, -50.9 PSF + 42.8, -51.3 PSF 10' x 6' + 43.6, -54.6 PSF + 44.1, -55.2 PSF + 44.5, -55.7 PSF + 44.9, -56.2 PSF + 45.3, -56.7 PSF + 45.7, -57.2 PSF 10' x T + 43.1, -53.6 PSF + 43.6, -54.2 PSF + 44.0, -54.7 PSF + 44.4, -55.2 PSF + 44.8, -55.7 PSF + 45.2, -56.2 PSF 10' x 8' + 42.7, -52.8 PSF + 43.1, -53.3 PSF + 43.6, -53.8 PSF + 44.0, -54.3 PSF + 44.4, -54.8 PSF + 44.7, -55.3 PSF 10' x 10' + 420, -51.3 PSF + 42.4, -51.9 PSF + 42.8, -52.4 PSF + 43.2, -52.9 PSF + 43.5 -53.3 PSF + 44.0, -53.8 PSF 10' x 12' + 41.4, -50.2 PSF + 41.8, -50.7 PSF + 42.2, -51.2 PSF + 42.6, -51.6 PSF + 43.0, -52.1 PSF + 43.4, -52.6 PSF 10' x 16' + 40.5, -48.3 PSF + 40.9, -48.8 PSF + 41.3, -49.3 PSF + 41.7, -49.7 PSF + 42.1, -50.2 PSF + 42.4, -50.6 PSF 12' x 6' + 43.0, -53.4 PSF + 43.5, -54.0 PSF + 43.9, -54.5 PSF + 44.3, -55.0 PSF + 44.7, -55.5 PSF + 45.1, -56.0 PSF 12' x 7' + 42.5, -52.4 PSF + 43.0, -53.0 PSF + 43.4, -53.5 PSF + 43.8, -54.0 PSF + 44.2, -54.5 PSF + 44.6, -55.0 PSF 12' x 8' + 421 - 1 PSF . , 5 .6 S + 42.5, -52.1 PSF + 43.0, -52.6 PSF + 43.4, -53.1 PSF + 43.8, -53.6 PSF + 44.1, -54.1 PSF 44.1 12' x 10' + 41.4, -50.2 PSF + 41.8, -50.7 PSF + 42.2, -51.2 PSF + 42.6, -51.6 PSF + 43.0, -52.1 PSF + 43A, -52.6 PSF 12' x 12' + 40.8, -49.0 PSF + 41.2, -49.5 PSF + 41.6, -50.0 PSF + 42.0, -50.4 PSF + 42.4, -50.9 PSF + 42.8, -51.3 PSF 12' x 16' + 39.9, -47.1 PSF + 40.3, -47.6 PSF + 40.7, -48.1 PSF + 41.1, -48.5 PSF + 41A -49.0 PSF + 41:8, -49.4 PSF 14' x 6' + 42.5, -52.4 PSF + 43.0, -53.0 PSF + 43.4, -53.5 PSF + 43.8, -54.0 PSF + 442, -54.5 PSF + 44.6, -55.0 PSF 14' x 7' + 470, -51.5 PSF + 475, -52.0 PSF + 479, -52.5 PSF + 43.3, -53.0 PSF + 43.7, -53.5 PSF + 44.1, -53.9 PSF 14' x 8' + 41.6, -50.6 PSF + 42.0, -51.1 PSF + 475, -51.6 PSF + 42.9, -52.1 PSF + 43.2, -52.6 PSF + 43.5 -53.0 PSF 14' x 10' + 40.9, -49.2 PSF + 41.3, -49.7 PSF + 41.7, -50.2 PSF + 471, -50.6 PSF + 42.5, -51.1 PSF + 479, -51.5 PSF 14' x 12' +'40.3, -48.0 PSF + 40.7, -48.5 PSF + 41.1, -49.0 PSF + 41.5, -49.4 PSF + 41.9, -49.9 PSF + 42.7 -50.3 PSF 14' x 16' + 39.4, -46.1 PSF + 39.8, -46.6 PSF + 402, -47.1 PSF + 40.6, -47.5 PSF + 40.9, -48.0 PSF + 41.3, -48.4 PSF 15' x 6' + 42.3, -52.0 PSF + 42.7, -52.5 PSF + 43.2, -53.1 PSF + 43.6, -53.5 PSF + 44.0, -54.0 PSF + 44.3, -54.5 PSF 15' x 7' + 41.8, - 51.0 PSF + 473, -51.5 PSF + 477, -52.0 PSF + 43.1, -52.5 PSF + 43.5 -53.0 PSF + 43.8, -53.5 PSF 15' x 8' + 41.4, -50.2 PSF + 41.8, -50.7 PSF + 42.2, -51.2 PSF + 42.6, -51.6 PSF + 43.0, -52.1 PSF + 43.4, -52.6 PSF 15' x 10' + 40.7, -48.7 PSF + 41.1, -49.2 PSF + 41.5, -49.7 PSF + 41.9, -50.2 PSF + 42.3, -50.6 PSF + 42.6, -51.1 PSF 15' x 12' + 40.1, -47.5 PSF + 40.5, -48.0 PSF + 40.9, -48.5 PSF + 41.3, -49.0 PSF + 41.7, 49.4 PSF + 42.0, -49.8 PSF 15 x 16' + 39.7 -45.7 PSF + 39.5 -46.2 PSF + 40.0, -46.6 PSF + 40.3, -47.1 PSF + 40.7, -47.5 PSF + 41.1, -47.9 PSF 16' x 6' + 42.1, -51.6 PSF + 42.5, -52.1 PSF + 43.0, -52.6 PSF + 43.4, -53.1 PSF + 43.8, -53.6 PSF + 44.1, -54.1 PSF 16' x 7' + 41.6, -50.6 PSF + 42.0, -51.1 PSF + 475, -51.6 PSF + 479, -52.1 PSF + 432, -52.6 PSF + 43.6, =53.0 PSF 16' x 8' + 41.2, -49.7 PSF + 41.6, -50.3 PSF + 42.0, -50.7 PSF + 42.4, -51.2 PSF + 42.8, -51.7 PSF + 43.2, -52.1 PSF 16' x 10' + 40.5, -48.3 PSF + 40.9, -48.8 PSF + 41.3, -49.3 PSF + 41.7, -49.7 PSF + 42.1, -50.2 PSF + 42.4, -50.6 PSF 16' x 12' + 39.9, -47.1 PSF + 40.3, -47.6 PSF + 40.7, -48.1 PSF + 41.1, -48.5 PSF + 41.4, -49.0 PSF + 41.8, -49.4 PSF 16' x 16' + 39.0, -45.3 PSF + 39.4, -45.8 PSF + 39.7, -46.2 PSF + 40.1, -46.6 PSF + 40.5, -47.1 PSF + 40.8, -47.5 PSF OPENING MEAN ROOF HEIGHT SIZE 15' -0" 16' -0" 17'-0" 18' -0" 19'-0" 8' x 6' + 41.7, -52.7 PSF + 42.3, -53.5 PSF + 42.8, -54.1 PSF + 43.4, -54.8 PSF + 43.9, -55.4 PSF 8' x 7' + 41.3, -51.8 PSF + 41.8, -52.5 PSF + 42.4, -53.2 PSF + 42.9, -53.8 PSF + 43.4, -54.4 PSF 8' x 8' 4 40.9. -51.0 PSF) + 41.4, -51.7 PSF + 41.9, -52.4 PSF + 42.5, -53.0 PSF + 42.9, -53.6 PSF 8' x 10' + 40.2, -49.7 PSF + 40.7, -50.3 PSF + 41.3, -51.0 PSF + 41.8, -51.6 PSF + 42.2, -52.2 PSF 8' x 12' + 39.6, -48.6 PSF + 40.2, -49.2 PSF + 40.7, -49.8 PSF + 41.2, -50.5 PSF + 41.7, -51.0 PSF 8' x 16' + 38.8, -46.8 PSF + 39.3, -47.5 PSF + 39.8, -48.1 PSF + 40.3, -48.6 PSF + 40.7, -49.2 PSF 9' x 6' + 41.4, -52.0 PSF + 41.9, -52.7 PSF + 42.5, -53.4 PSF + 43.0, -54.1 PSF + 43.5, -54.7 PSF 9' x 7' + 40.9, -51.1 PSF + 41.5, -51.8 PSF + 42.0, -52.5 PSF + 42.5, -53.1 PSF + 43.0, -53.7 PSF 9' x 8' + 40.5, -50.3 PSF + 41.1, -51.0 PSF + 41.6, -51.6 PSF + 42.1, -52.3 PSF + 42.6, -52.9 PSF 9' x 10' + 39.8, -48.9 PSF + 40.4, -49.6 PSF + 40.9, -50.2 PSF + 41.4, -50.9 PSF + 41.9, -51.4 PSF 9' x 12' + 39.3, -47.8 PSF + 39.8, -48.5 PSF + 40.3, -49.1 PSF + 40.8, -49.7 PSF + 41.3, -50.3 PSF 9' x 16' + 38.4, -46.1 PSF + 38.9, -46.7 PSF + 39.4, -47.3 PSF + 39.9, -47.9 PSF + 40.4, -48.5 PSF 10' x 6' + 41.1, -51.4 PSF + 41.6, -52.1 PSF + 42.1, -52.8 PSF + 42.7, -53.4 PSF + 43.1, -54.0 PSF 10' x 7' + 40.6, -50.5 PSF + 41.1, -51.1 PSF + 41.7, -51.8 PSF + 42.2, -52.4 PSF + 42.7, -53.0 PSF 10' x 8' + 40.2, -49.7 PSF + 40.7, -50.3 PSF + 41.3, -51.0 PSF + 41.8, -51.6 PSF + 42.2, -52.2 PSF 10' x 10' + 39.5, -48.3 PSF + 40.0, -49.0 PSF + 40.6, -49.6 PSF + 41.1, -50.2 PSF + 41.5, -50.8 PSF 10' x 12' + 39.0, -47.2 PSF + 39.5, -47.8 PSF + 40.0, -48.5 PSF + 40.5, -49.1 PSF + 40.9, -49.6 PSF 10' x 16' + 38.1, -45.5 PSF + 38.6, -46.1 PSF + 39.1, -46.7 PSF + 39.6, -47.2 PSF + 40.0, -47.8 PSF 12' x 6' + 40.5, -50.3 PSF + 41.1, -51.0 PSF + 41.6, -51.6 PSF + 42.1, -52.3 PSF + 42.6, -52.9 PSF 12'x7' + 40.0, -49.4 PSF + 40.6, -50.0 PSF + 41.1, -50.7 PSF + 41.6, -51.3 PSF + 42.1, -51.9 PSF 12' x 8' + 39.6, -48.6 PSF + 40.2, -49.2 PSF + 40.7, -49.8 PSF + 41.2, -50.5 PSF + 41.7, -51.0 PSF 12' x 10' + 39.0, -47.2 PSF + 39.5, -47.8 PSF + 40.0, -48.5 PSF + 40.5, -49.1 PSF + 40.9, -49.6 PSF 12' x 12' + 38.4, -46.1 PSF + 38.9, -46.7 PSF + 39.4, -47.3 PSF + 39.9, -47.9 PSF + 40.4, -48.5 PSF 12' x 16' + 37.5, -44.4 PSF + 38.1, -45.0 PSF + 38.5, -45.5 PSF + 39.0, 46.1 PSF + 39.5, -46.6 PSF 14' x 6' + 40:0, -49.4 PSF + 40.6, -50.0 PSF + 41.1, -50.7 PSF + 41.6, -51.3 PSF + 42.1, -51.9 PSF 14' x 7' + 39.6, -48.4 PSF + 40.1, -49.1 PSF + 40.6, -49.7 PSF + 41.1, -50.3 PSF + 41.6, -50.9 PSF 14' x 8' + 392, -47.6 PSF + 39.7, -48.3 PSF + 40.7 -48.9 PSF + 40.7, -49.5 PSF + 412, -50.0 PSF 14' x 10' + 38.5, -46.3 PSF + 39.0, -46.9 PSF + 39.5, -47.5 PSF + 40.0, -48.1 PSF + 40.5, -48.6 PSF 14' x 12' + 37.9, -45.2 PSF + 38.5, -45.8 PSF + 39.0, -46.4 PSF + 39.4, -46.9 PSF + 39.9, -47.5 PSF 14' x 16' + 37.1, -43.4 PSF + 37.6, -44.0 PSF + 38.1, -44.6 PSF + 38.5, -45.1 PSF + 39.0, -45.6 PSF 15 x 6' + 39.8, -48.9 PSF + 40.4, -49.6 PSF + 40.9, -502 PSF + 41.4, -50.9 PSF + 41.9, -51.4 PSF 15'x7' + 39.4, -48:0 PSF + 39.9, -48.7 PSF + 40.4, -49.3 PSF + 40.9, -49.9 PSF + 41.4, -50.5 PSF 15' x 8' + 39.0, -47.2 PSF + 39.5, -47.8 PSF + 40.0, -48.5 PSF + 40.5, -49.1 PSF + 40.9, -49.6 PSF 15' x 10' + 38.3, -45.9 PSF + 38.8, -46.5 PSF + 39.3, -47.1 PSF + 39.8, -47.7 PSF + 40.2, -48.2 PSF 15' x 12' + 37.7, -44.8 PSF + 38.2, -45.4 PSF + 38.7, -45.9 PSF + 39.2, -46.5 PSF + 39.7, -47.0 PSF 15' x 16' + 36.9, -43.0 PSF + 37.4, -43.6 PSF + 37,8, -44.2 PSF + 38.3, -44.7 PSF + 38.7, -45.2 PSF 16' x 6' + 39.6, -48.6 PSF + 40.2, -49.2 PSF + 40.7, -49.8 PSF + 41.2, -50.5 PSF + 41.7, -51.0 PSF 16' x 7' + 39.2, -47.6 PSF +39.7, -48.3 PSF + 40.2, -48.9 PSF + 40.7, -49.5 PSF + 41.2, -50.0 PSF 16' x 8' + 38.8, -46.8 PSF + 39.3, -47.5 PSF + 39.8, -48.1 PSF + 40.3, -48.6 PSF + 40.7, -49.2 PSF 16' x 10' + 38.1, -45.5 PSF + 38.6, -46.1 PSF + 39.1, -46.7 PSF + 39.6, -47.2 PSF + 40.0, -47.8 PSF 16' x 12' + 37.5, -44.4 PSF + 38.1, -45.0 PSF + 38.5, -45.5 PSF + 39.0, -46.1 PSF + 39.5, -46.6 PSF 16' x 16' + 36.7, -42.6 PSF + 37.2, -43.2 PSF + 37.6, -43.8 PSF + 38.1, -44.3 PSF + 38.5, -44.8 PSF WORST CASE DESIGN PRESSURE CHARTS FOR RETROFIT GARAGE DOOR GENERAL NOTES 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION). THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. FOR THE PURPOSES OF THE WORST CASE DESIGN PRESSURE TABLES BELOW THE GARAGE DOOR OPENING IS ASSUMED TO BE ENTIRELY WITHIN THE LIMITS FOR END ZONE 5 LISTED IN ASCE 7 -05. 6. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 7. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. TABLE 1: MEAN ROOF HEIGHTS 15' -0" TO 19' -0" WIND VELOCITY =146 MPH EXPOSURE 'C' DESIGN NOTES 2007 FLORIDA BUILDING CODE, ASCE 7 -05 I =1.0, Kd =0.85, Kzt =1.0, Kz =TABLE 6.5 qh = 0.00256 *Kz *Kzt *Kd *V *V *I P = qh ((GCp)- (GCpI)), GCpI =;0.18 EXTERIOR (CORNER) ZONE 5 TABLE 2: MEAN ROOF HEIGHTS 20' -0" TO 25' -0 " � . I MCMgVIS VALID FOR (1 JOB(s) ONLY VAUD ONLY WITH RAISED ENGINEER SEAL C� z -® rim w Z Z� w to IN on Ol• rn cn Z X ,, ; > • 8 w Ft u m w o 9a E Lu N LL w `° 13 W 0 U 0 z 1-1 0 J 1-I CO 0 H c 0 J U_ N 0 N 1 Ei co w 2 rn m LL m COPYRIGHT ENGINEERING EXPRESS SKU 5197 SCALE: 101 PAGE DESCRIPTION: f OF J