WS-12-1604Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 179225 Scheduled Inspection Date: October 02, 2012 Inspector: Bruhn, Norman Owner: LEE, EDWARD Job Address: 137 NE 108 Street Miami Shores, FL 33161- Permit Number: WS -8 -12 -1604 Project: <NONE> Contractor: ALL AMERICAN DOORS, INC / ALL AMERICAN GARAGE DOI Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1121360090200 Phone: 305 -885 -8088 Building Department Comments REPLACE GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 177812. No access. NB October 01, 2012 For Inspections please call: (305)762 -4949 Page 18 of 20 BUILDING 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 FB�C-20 Permit No. �'4 J l i )--- 1(0 04— PERMIT APPLICATION Master Permit No. Permit Type: BUILDING JOB ADDRESS: 1 ' V e- /0 S S—TgLeE ROOFING City: Miami Shores County: Folio/Parcel #: 1 / 7i/ 3 - Q !J 9- e exao Is the Building Historically Designated: Yes Miami Dade Zip: 33 Ito NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): EP1tif7 eLD Ler Phone#: 3 0 ` 1-i6'7 -97 / Address: ,); ,'? NL lt)b S7 j_ City: ,//l /�4 5%fCS State: Ft' Zip: 5316/ Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: tC AIW'( /efew +d s bc.9C Phone #: 3�5 SgS -80 g-8 Address: .'37 /v E �T City: /% /4f-1 / 5h€/'P s State: /f zip: 33/k/ Qualifier Name: fa /S 7---a1'Ye - Phone #: State Certification or Registration #: Certificate of Competency #: ® ®�� !° g Contact Phone #: 75 4 C6— /3 3 Email Address: S4/c4/ A,'r/e0401' cv /S - 60, / DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ / .Se' ° Square/Linear Footage of Work: Type of Work: °Addition °Alteration °New epair/Replace °Demolition Description of Work: PIAC'e 0-.4 boo Color thru tile: ***************************************F es******************************************** 0 Submittal Fee $ Permit Fee $ /� 2 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ (''LO Bonding Company's Name (if applicable) Bonding Company's Address City State ; " Zip Mortgage Lender's Name (if applicable) ,�� I Dl , , `' / c `- 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 CONDI'T'IONERS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occu : even (7) days after the building permit is issued. In the absence of such posted notice, the inspection will of a approved a d aareinspection fee will be charged. Signature Sign The foregoing ins day of who is perso Owner or Agent - warms acknowledged before me this 20 /l/,by ly known to me or who has produced a� ntractor The foregoim instrume t was -acknowledged before me this day of XV U �,! 20 id —by who is person Py known to me or who has produced As identification and who did take an oath. as identification and NOTA ' Y PUBLIC: JEANETTE RODRIGUEZ MY COMMISSION 4 EE 041601 EXPIRES: November 14, 2014 Bonded Thru Notary Public Underwriters My Commission Expires: NOT Si Y PUBLIC: i� e, r,I• i i r�. y y, J �A SRODRIGUEZ i MyCOykION4EE0416C ; EXPIRV3:i•:ove mbct 1n L:; qV Bonded Thn, Nth flj My Commission Expires: )/ l I * * * *o * * * **o * * * * * * * * * * * ** *********,********************* o************** o****** * * *** * * * * * *o * * * * * * * ** * * * * * * * * ** APPROVED BY "r� Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) NO 231 - `I' -DADE 1OUN T Y TAX':- .COU..FCTOR: 1 .." f1 1 "St^ t Ward , nor-tea- Ass keep your receipt. for e reference. OWNS::: fyln UrtUIN caul' -aak -you and have a:ntce --.day. ► t 62 WI fiat'# OQ -t 44-= WRNS r .: RY :tom - ` �.>_ - -- : oceeB- OWANY a hER : uwwt - swim - BYLAW. mists OT' 7POERTI ROSTEOW OF' DO NOT FOf WARD ALL 'AMERICAN DOORS IKC LUIS TORRENS: PRES 8155. N 9S;` S MEDLEY FL 3.316.6 MIAMI -DACE COUNTY TAX COLLECTOR >=aInr- Fi-ortQS _33I3Q` SEE OTHER SIDE SEE OTf I IDF °' THIS IS NOT BIL F!;t$Se k t` r .�,4 , c=rst fir., ! wGt lV'4. 7 7.R -vim anif- ave &nice: -day-. Y3CJ2QtI.-S3Oa1229- /OGG1LEY - CQIa- Qom... . ices 3a SZ c - .. ei:t :w x:00 MUNICIPAL CONT ACTOF TAX RECEIPT MIAMI-k ADE MUM. ESTATE CL EM PURSUANT -T COLA =COD SEC.:: . EXPIREVEEPT 33 2Q1Z. THIS IS.NOT A BILL = per MOT P t`f RECEIPT NO. 3Q I&76OE9 CC..NQ OUOQIg22a BUsIN€S RtAIMEtt80A-TION' ALL. AMERICAN-- DOORS _INC. . 8155-:N4� 93- v O4�MER At L MER1CA Dooi s INC FIRST -CLASS U.S.POSTAGE PAID FL .PERMIT'NO. 231 M_COOWY.:"..TAXITCOLLECTOR f ISSS TAX- SECTION:. : : ragler St._ -..fst Floor 'i ECEfe G OLOEltrtiY_DO BUS ES A5 A:COI TRACTOR AS SPECIFIEII.- HEtEON:.:: L'CONTRACTOR TAX ' ttr .r 30137608 -4: aa0018220 rIsm - :qua x'2,1 _.±ar.lr.aw fro 8155 AU :93 .S• • r ft1YI3 ,CONTRACTOR 1 ' OF. OFFICIAL . R p-r FO. .It INN. NUNI IPAk DES ;APT IS ISSte .A EVIDENCE cF 'OR: , OU LOCAL RISINESS TAX ' .ifu. n ;ears• tvtts. ? atn Ar r'iA r r rOnl' r -t r C 7es isr L • -OIASS - Mx FL - PAI' IV4Y 23I ----- 1 -DADE COUNfl !A?i .COLLECTOR_ ist, Fi.,7i i.daL..? s ase keep your receipt for ure' reference. c you and have a- ni ce-•-day i3:£ f222/OQi M EVEDDeo1 1. #.01102 VI tBT# 6 . - 187609 4- >.:_ _.... BUSINESS, NAME t9 i atijr+1, ----At L.—AMERICAN. -DOORS Inc _: -= 815 1 :4s $T- ,' tC 5e- -Type-ox Bus -LjzfitiffifkirMW. i DI 'CONTRACT S' :—.- F oes- -T> + -° -cam.. SQUIRED BY LAX THIS IS ors- O 4E EtirPEET!.:1!!/34Fr DO NOT FORWARD= ALL AMERICAN. DOORS /NC LUIS - TORRBIS °ERES - 8155 NW 93'8 _. MEDLEY FL 3316.6 9o- rrtr-55 ti=_ -- SEE OTHER SIDE MIAMI -DAVE COUNTY fAX COLLECTOR wraini; tortea 33T - F fT a keep. T. a pt future 'reference.. - ._ - -_ -SE1_ QTH sioe -_— • la76D: :4T: 1J ;Eel 120/2011-1200/2.29/0- Q-1.fLEV - 'aaIQ- oc0,i...; ;r. in-. L r 30 - � . GO MIAMI -DADE COUNTY :. 2011 MUNICIPAL.CORITRACTO • TAX COLLECTOR TAX RECEIPT • IMAML —DADS COUN1T ATE QE EC..ORITh istIFEOCIFE PURSUAAIT"E'f7 ®FII I` CODE-SEC , • _ESEPIFIES=SEP'I'.' 26x 2012:=:,--71 THIS IS > NOT A SILL =MINOt RAY : RECEIPT NO. 30' 1 876 0 :94."' CC . NIA " O Df.D.0i8.22. - — SUSiNES IiRIVIE:=F L E TfOIV _a1=MPT-1-1 E€ °fi Y_ X ALL AMERLCA@!_DOORS INC. AS 'IAS x.:E °IVY -- g44NER Aft , L,F CAN- D ORS INC . _ AS,SPEOI1=1E11 kl€HEQN. E V TA7 LECTOR SINEW' -TA)c SECTION: Tagler. St 1St Fraor _ Ltt1S7TE $ 8155 _N1 •9.3: ST LYE AL CONTRACTOR TAX # 130001- -8220 E f {way flees:. OUI•-.LDIND CONTRACTOR - 'OF:OFFICIAL RECEIPT FOR 1 :I'P .111GPALITIES . IPT. t" ISSUED-AS EVIDENCE OF 'OR-YOUR LOCAL BUS SS -TAX 1,1111. i1Ek C„LY 1. J _- ,rte —t's,L mod' w.� [�r..+.Yt1: •�- -. QUALIFYING. TRADE(S) 0022 GARAGE & INDUS GARAGE & INDua DOOR ALLAM -1 OP ID: DK '4 REY CERTIFICATE OF LIABILITY INSURANCE °A� o7/�` 22t�z 0/12 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 lieu of such endorsement(s). PRODUCER Customers Rule Ins. Agency 954759 7171 1830 S.E. 4th Avenue 954759 7170 Ft. Lauderdale, FL 33316 Lynn Remon mum C°cT (Aco.NN . Eat): i rim. No): E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: *First Mercury Insurance Co. 10657 INSURED All American Doors, Inc. Luis Torrens 8155 NW 93rd St Miami, FL 33166 INSURER B: 07/16/13 INSURER C: $ 1,000,000 INSURERD: 100 000 $ s INSURER E: CLAIMS -MADE INSURER F : - - - - COVERAGES CERTIFICATE NUMBER: REVISIO THIS IS TO CERTIFY THAT THE POUCIES 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 POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR LTR OF INSURANCE �1DDL �SUBR IINSR IWVD - POUCY NUMBER POLICY EFF (MMIDD/YYYY) POLICY EXP (MMIDDfYYYY) - UMRS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABIUTY - GA-CGL -0000014292 -01 07/16/12 07/16/13 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) 100 000 $ s CLAIMS -MADE X OCCUR MED EXP (Any one person) - $ - - EXCLUDED X X $5,000 Ded PERSONAL 8 ADV INJURY $ 1,000,000 Contractual Ilab. GENERAL AGGREGATE $ 2,000,000 GEN1 AGGREGATE 7 POUCY X. LIMIT APPLIES PER: JFC°r LOC PRODUCTS - COMP/OP AGG $ 1,000,000 Emp Ben. $ NIL AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON-OWNED AUTOS COMBINED SINGLEUMIT Ed) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) n� $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA UAB EXCESS LAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below YIN - N I A - WC STATU- TORY LIMITS OTH- ER - EL EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE _ $ E.L DISEASE - POLICY UMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) Door window or assembled millwork - Installation. Door and garage door installations. CERTIFICATE HOLDER MIAMI S Miami Shores Village 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCEWITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) ©1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Ac ?I D® CERTIFICATE OF LIABILITY INSURANCE L..,�� DATE(MMlDD/YYYY) 10/21/2011 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 -BYTHE 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 lieu of such endorsement(s). PRODUCER - Stonehenge Insurance Solutions., Inc.. P.O. Box 3442 Tequesta, FL 33469 CONE: CONTACT PHONE FAX (AIC No Ext): (A�. No): E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC 4 INSURER A :Technology Insurance Company UABILITY - COMMERCIAL GENERAL LIABILITY INSURED - Progressive Employer Management Company, Inc. Progressive Employer Management Company II, Inc. 6407 Parkland Dr. Sarasota, FL 34243 - INSURER B: INSURER C INSURER D: $ INSURER E $ INSURERF: VERAGES CERTIFICATE NUMBER•TA27Q5WC 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. INSR TYPE OF INSURANCE IN R WVD POLICY NUMBER POLICY EFF (MM/DD/YYY1f) POLICY EXP (MM/DDIYYYY) - LIMITS GENERAL UABILITY - COMMERCIAL GENERAL LIABILITY - - - EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea occurrence) $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY n PET n LOC PRODUCTS - COMP /OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS - aBBIINED SINGLE LIMIT BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE - (Per accident) $ $ UMBRELLA (JAB EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ A WORKERS CNNSATI ANEEPLOYERS' TY ANY PROPRIETOR/PARTNER /EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes describe under DESCRIPTION OF OPERATIONS below YIN N IA TWC3298053 11/01/2011 11/01/2012 X OY MTS ER E.L. EACH ACCIDENT. $ - 1,000,000 EL. DISEASE- EA EMPLOYEE $ 1,000,000 EL. DISEASE - POLICY UNIT $ 1,000,000 $ $ $ $ $ DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) Coverage is extended to (eased- employees, but not subcontractors of alternate employer ALL AMERICAN DOORS, INC. CERTIFICATE HOLDER - (_AMP_FI r ATlntu City of Miami Shores 10050 NE 2nd 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 WITHTHE POLICY PROVISIONS.` AUTHORIZED REPRESENTATIVE ' - - - ' ° y ,,,,:y ACORD 25 (2010105) Page 1 of 1 © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD . . W�99 „Aos,, A, NI ...,,,,, m . vl, - --i ,..„..„,,,•,.....,,.... riqs1_..•...,,,, .....,,,,,, • .,.:••..,.. ,,, .. .......4„ . .• . . • ,. . . . • • • .. . . . . , • • . . ,• 1) ` • S __y • .'' cc) . • . ri, x • . c, ...1, . . li? ......4 e 1 • • • w -19.:` g.4 Miam Sh107- i V6 a,e , APPROVED ` BY DATE r Ailrii a SOWING DEPT ... BLDG DEPT 4► / Fir, � �/ � m em°o°o __ SUBJECT TO COMPLIANCE WITH ALL FE L, STATE AND COIINTI RULES AND RFr1 II r • Florida Building Code Garage Door Windload Design Pressures Report # DPR- 120813 -B -01 Page 1 of 2 The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, SEI /ASCE 7 -10), Section 1620 for "components and cladding" (Exposure C), 175 mph ultimate wind speed for Miami -Dade County. Address: Edward Lee 137 NE 108 St. Miami Shores, FL 33161, Miami -Dade County Garage Opening Size: 8' 0" x 7' 0" Mean Roof Height: Less than 15' Measured Minimum Building Dimension: 45' 0" Measurement of Nearest Garage Door Opening to Building Corner: 2' 0" Positive Design Load: +38.1 PSF (see page 2) Negative Design Load: -44.1 PSF (see page 2) The following Clopay Building Products Company Doors meet the requirements for the stated Toads: Clopay Model 84A/93/94W9, 8'0" x 7'0 ", Approval # 12- 0125.11, Dwg # 101706, Windload Capacity: +62/ -72 PSF. Roof Slope: Not provided (use greater than 10 degrees) The design Toads shown above area are based upon the measurements listed above for "enclosed" buildings, and require that the door being installed meets the requirements of Section 1626 of the 2010 Florida Building Code for windborne debris in high velocity hurricane zones. The related calculations do not address the jambs or structural adequacy of supporting members. The building official is the final determiner of the suitability of the garage door connections for the particular buiding or home at the designated location. The "structural interface" of the designated door is the existing door jamb. The structural capacity of the existing, designated door jamb and associated building frame must be confirmed adequate by a certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject door, and details for installation are provided on the certified, approved drawing, as listed above. Sco' anvil gin, P.E Flo "da P.E. icense No. 63286 858 i u e Blvd. Mason, OH 45040 (513) 770 -4800 8/14/2012 .• o • • No 111111111 HAM/ ...... �TO2 • • 63286 * 7.-o; : :-33 . STATE OF �/� 1. , • Z< .'• < 0 R 10 0 P (1. , • Florida Building Code Garage Door Windload Design Pressures Page 2 of 2 - Retrofit Calculations for the Designated Door for Edward Lee NOA and Site Specifics and Components 1. Miami -Dade County, coastal region, flat terrain, no escarpment. 2. Existing building, enclosed structure, Exposure C (FBC 1620). 3. Mean Roof Height = Less than 15' 4. Building plan and front elevation indicating the designated retrofit door opening: Plan Design per SEI /ASCE 7 -10 1. Ultimate wind speed, V_ult = 175 mph, at sea level (Fig. 26.5 -1), Kd = 0.85 (Table 26.6.1). 2. Nominal wind speed, V_asd = 135.5 mph (Table 1609.3.1). 3. Exposure category = Exposure C; velocity pressure coefficient Kz = 0.85 for Less than 15' mean roof height (Table 27.3 -1). 4. Topographical factor not applicable. Flat terrain, no escarpments, Kzt = 1 (Section 26.8). 5. Enclosure classification is "enclosed building" (Section 26.10). 6. Internal pressure coefficient, GCpi = +/- 0.18 (Table 26.11 -1). 7. External pressure coefficient, GCp: There are three external pressure coefficients, GCp, for components and cladding and therefore garage doors. The first extemal pressure coefficient is for positive pressure and the other two coefficients for negative pressures. One negative pressure coefficient is for 'Zone 4' and the other coefficient for 'Zone 5'. Zone 5 is the wall region in the comer of the building (also called the End Zone) defined as "10% of minimum width or 0.4h (h = mean roof height), whichever is smaller, but not less than either 4% of minimum width or 3 ft." Zone 4 is the wall region that remains after subtracting Zone 5. See Figure 30.4 -1. For the subject building, the Zone 5 region is defined as 10% of the minimum building dimension, or (0.10) *(45'0 ") = 4.5 ft. Since the garage door opening is located 2' 0" from the comer, this means that 2.5 ft. of the door is within Zone 5, and 5.5 ft. of the door is within Zone 4. The area 'A' of the subject garage door is per the definition of 'Effective wind area' in Section 26.2 of SEI /ASCE 7 -10 ('For components and cladding, the effective wind area is the span length multiplied by an effective width that need not be less than one -third the span length'). In other words: (Door Width)(Door Width /3) = The area 'A' = 21.33 sq. ft. +GCp = 1.1766 - 0.1766 * log(A) = 0.9419. - GCp (zone 4) = - 1.2766 + 0.1766 *log(A) = - 1.0419. - GCp (zone 5) = - 1.7532 + 0.3532 * log(A) = - 1.2838. 8. Velocity pressure qz = .00256*Kz*Kzt*Kd*V_asd2 in Ib /ft2 (psf) per Section 30.3.2. qz = (0. 00256) *(0. 848884152077903) *(1) *(0.85) *(135.5 ^2) = 33.91 PSF 9. Design pressure, p = qz *(GCp - GCpi). Positive design pressure: p = (33.91) *(0.9419 + 0.18) = 38.05 PSF. Negative design pressure for Zone 4: p = (33.91) *( - 1.0419 - 0.18) = -41.44 PSF. ,,vt��lli� t �►sorr�� Negative design pressure for Zone 5: p = (33.91) *( - 1.2838 - 0.18) = -49.64 PSF. ,ss� (-Ci HAI�j��7 ,�� 0 0 ♦ G .• . SF•.•�i �i�� • (- 41.44) *(69 %) + (-¢49.64) *(3 %f %) = -44 PSF. No 63286 • Rounding u e neajle�t tentj4, tjbe final design loads are: +38.1 PSF and -44.1 PSF. = * :• :'� :11 • STATE OF •:��/ • j Egos Report # DPR- 120813 -B -01 Elevation Scott Hamilton, Florida P.E. License No. 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770-4 4800 8/14/2012 60' 45' 8'0'x7'0° OPENING 66' Plan Design per SEI /ASCE 7 -10 1. Ultimate wind speed, V_ult = 175 mph, at sea level (Fig. 26.5 -1), Kd = 0.85 (Table 26.6.1). 2. Nominal wind speed, V_asd = 135.5 mph (Table 1609.3.1). 3. Exposure category = Exposure C; velocity pressure coefficient Kz = 0.85 for Less than 15' mean roof height (Table 27.3 -1). 4. Topographical factor not applicable. Flat terrain, no escarpments, Kzt = 1 (Section 26.8). 5. Enclosure classification is "enclosed building" (Section 26.10). 6. Internal pressure coefficient, GCpi = +/- 0.18 (Table 26.11 -1). 7. External pressure coefficient, GCp: There are three external pressure coefficients, GCp, for components and cladding and therefore garage doors. The first extemal pressure coefficient is for positive pressure and the other two coefficients for negative pressures. One negative pressure coefficient is for 'Zone 4' and the other coefficient for 'Zone 5'. Zone 5 is the wall region in the comer of the building (also called the End Zone) defined as "10% of minimum width or 0.4h (h = mean roof height), whichever is smaller, but not less than either 4% of minimum width or 3 ft." Zone 4 is the wall region that remains after subtracting Zone 5. See Figure 30.4 -1. For the subject building, the Zone 5 region is defined as 10% of the minimum building dimension, or (0.10) *(45'0 ") = 4.5 ft. Since the garage door opening is located 2' 0" from the comer, this means that 2.5 ft. of the door is within Zone 5, and 5.5 ft. of the door is within Zone 4. The area 'A' of the subject garage door is per the definition of 'Effective wind area' in Section 26.2 of SEI /ASCE 7 -10 ('For components and cladding, the effective wind area is the span length multiplied by an effective width that need not be less than one -third the span length'). In other words: (Door Width)(Door Width /3) = The area 'A' = 21.33 sq. ft. +GCp = 1.1766 - 0.1766 * log(A) = 0.9419. - GCp (zone 4) = - 1.2766 + 0.1766 *log(A) = - 1.0419. - GCp (zone 5) = - 1.7532 + 0.3532 * log(A) = - 1.2838. 8. Velocity pressure qz = .00256*Kz*Kzt*Kd*V_asd2 in Ib /ft2 (psf) per Section 30.3.2. qz = (0. 00256) *(0. 848884152077903) *(1) *(0.85) *(135.5 ^2) = 33.91 PSF 9. Design pressure, p = qz *(GCp - GCpi). Positive design pressure: p = (33.91) *(0.9419 + 0.18) = 38.05 PSF. Negative design pressure for Zone 4: p = (33.91) *( - 1.0419 - 0.18) = -41.44 PSF. ,,vt��lli� t �►sorr�� Negative design pressure for Zone 5: p = (33.91) *( - 1.2838 - 0.18) = -49.64 PSF. ,ss� (-Ci HAI�j��7 ,�� 0 0 ♦ G .• . SF•.•�i �i�� • (- 41.44) *(69 %) + (-¢49.64) *(3 %f %) = -44 PSF. No 63286 • Rounding u e neajle�t tentj4, tjbe final design loads are: +38.1 PSF and -44.1 PSF. = * :• :'� :11 • STATE OF •:��/ • j Egos Report # DPR- 120813 -B -01 Elevation Scott Hamilton, Florida P.E. License No. 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770-4 4800 8/14/2012 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175- 2474 BOARD AND CODE ADMINISTRATION DIVISION - T (786) 315-2590 F (786) 3152599 NOTICE OF ACCEPTANCE _CNOA) www.miamidade.aev/nera/ Clopay Building Products Company 8585 Duke Boulevard Mason, 011 45040 SCOPE: This NOA is being issued under the applicable rules. and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami =Dade County PERA -Product Control Section to be used in Miami Dade County and other areas; where allowed by the Authority Having. Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section. (In Miami Dade County) and/or the AF1I (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance. purposes. If this product or .material fails to- perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke :this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone..' DESCRIPTION: Steel Sectional Garage Door up to 9'-O" Wide w/ Optional Impact Resistant Liter APPROVAL DOCUMENT: Drawing No. 101706, titled "Single -Car Steel Pan Garage Door with Opt. Impact Resist. Lites ", sheet 1 of 1, dated 11/1811996, with revision .8 dated 01/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miarni -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile. Impact: Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, insstallation instruction drawing refcmuce number, approval number (NOA), the applicable test standards, and the statement reading `Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has-been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or inhere 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. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Mianii -Dade County approved laboratory. Every 3 months,. the manufacturer shall mail to this office a copy of the tested reports. Only coils with average yield strength of 27,000 psi or more shall be used to make door panels for Miami -Dade County under this Notice of 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 #08- 0724.04 and consists adds page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. Thd submitt + documentation was reviewed by Carlos M. Utrera, P.E.." 9'. NOA No 12-0125.11 Expiration` Date: September 25,;2013 Approval Date: April 5, 2012 Page 1; Clopay Building Products Comuanv NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Drawing No 101706, titled "Single -Car Steel Pan Garage Door with Opt Impact Resist. rites", sheet 1. of 1, dated 11/18/1996, with revision 8 dated 01/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted under NOA # 084724.04' 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 4) Forced Entry Test, per FBC 2411 32.1, TAS 202 -94 5) Tensile Test per ASTM E8 Along with marked -up drawings and installation diagram of Clopay 9'x 8', 24 ga. steel garage door Model 94W9 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0610.01 -08, dated 07/1.6 /2008, signed and sealed by David W. Johnson, P.E. 2. Test report on Salt. Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No 30160 -04- 63365, dated 01/26/2005, signed by John D. Lee, P.E. C. CALCULATIONS "Submitted : under NOA # 08- 0724.04" 1. Jamb anchor calculations, complying with PBC -2004, prepared by Clopay Building Products Company, dated 07/22/ 2008, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) 01/1.7 fAtt Ca =los M. Utrera, P.E. Product Control Examiner NOA No 12- 0125.11 Expiration Date: September 25, 2013 Approval Date: April 5,, 2012 Clonal Building Products Company, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS "Submitted under NOA # 074807.14" 1. Test report on. Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM G155 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No HETI- 06 -A002, dated 12/04/2006, signed by Rafael E. Droz-Seda, P.E: 2. Test report on Self- Ignition Temperature per ASTM D1929, Rate of Bum per ASTM D635, and Smoke Density per ASTM D2843 of the Lexan Plastic, prepared by ETC Laboratories, Test. Report No ETC -06- 1024 - 17496.0, dated 05/26/2006, signed by Joseph L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to 2007 and 2010 FBC, dated 01/19/2012, signed and sealed by Scott Hamilton, P.E. "Submitted under NOA # 08 -0724.04" 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 07/18/2008, signed jand sealed by Scott Hamilton, F.E. 210 tz Carl ' ZN, Utrera, P.E.. Product Control Examiner, NOA No 12- 0125.11 Expiration Date: September 25, 2013 Approval Date: April 5, 2012 E -2 CLOPAY MODELS. py4A 93 9 98• IDEALIv ELS. 4RSI 4F• HO_MCS mop LjS 4: 488 • 10 OA. 014.., ZEO END SILO num To DOOR PATENTED TOO-L-100 smug (f A TOP 2 60170. SNIDE, (4) ALONG WISNE EDGE OF le' eEOTIONs & (0) ALONG OUTSIDE EDGE OF 21" SECTIONS AND SEPARATE 18.0A. OALV. INNEN DOUBLE END NILES ATTACHED. 0 TOP AND SODOM RAIL WITH PATENTED TOO-L-1.00 SYSTEM. T�- TNT41460 IA16 ODLE BETWEEN EACH EM8089, LOCATION. ATTACHED W/ PATENTED ONE 100 SYSTEM (7011 8.801) AND URETHANE ADHESWE (A1tIN0 CENTER). H1 J 1 , IIf`�__ 1 I• - ii rWE4a i IOw� A2' A_ __A ONE ROW OF OAPACr- SES19FANT CU2IN8 D4 E(pgg TOP SECTION (8H 4H NEXT -TO -THE =TOP A MOTION (NOT 8HEMN . MAX, OIA2,40 BILE IS ,10-1/2" � x 11t NI APO a IS INJECTION MOW 8 AACCCOP�DANCE 4 44 180 //1680.2800• SECTION -.� 01<8 SECTION 8-8 608 A38EM0111 DETAILS. -, AIL ,O, as px7�1 witbd10 ma1(4,1. --.::-.. ego AeolsgeNce No i :, 1 =m b • MUI.TIPURP08M - - MOH BOND TAPE. ,S 8116 -04 DECORATIVE /f ONi iR?DE FACADE. 9100018811. 981101E 91141007 (900411 1 STEEL SIGN ANC. MIEN THIS PRODUCT (0NF0RMS TO THE REQUIREMENTS OF THE 2007 AND 201(1 8180. SNAP LATCH EN0Atid3 ONTO VERTICAL TRACK:. ONE SNAP LATCH ON EACH SIDE OF MOOR. SUE OUTSIDE KEYED HANDLE LOCK POSITION OMNI SIDES). SEE LAYOUT OF EA014 LOCK FOR 011700.8. (2) 1/4'x3/4' SELF -, TAPPING SCREWS .14 QA. EN0 61NGE - - 111 EHA INI601111 LATE HTNGP 1 A VIEW . °R" 0.188- BelACT REMNANT ONE -PIECE WJEOTIDN MOWED DE LOON SLI24221 FRONT FRAME & GLADES. TRACK. CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RARNO. DOOR9 UP TO 8'0" NON HORIZONTAL mac SUPPORT 8Y DOOR INSTALLER (TO SUIT) COUNTERBALANCE SYSTEM 13 OA GALV. STEEL FLAG BRACKET:. 70" (7'8'& 8'OE "[I H7 DOORS ONLY) 1RACK YI1001 61) 819 0 '. 8 1 179. 2 -1 2•x12 OA O¢Y, Sim. TRACK ORAOKE18o• 40041). 38 ". (/ BEMS PER 144E FOR COORS UP t0 7', (T IRAN( SRNS PER SWE FOR =ITS 9'J' TO 1'o' mom). EACH TRACK SWIM Art/NM TO DOOR JAMB 111TH (1) 0/18' X 1-0/4" um SCRVT: za• �A a SOH ONE 1 /4•x1 /B' & 10• 3 -1/2" STILE 0U1SIDE HANDLE DUTSIOE KEYED LOCK.: LOOK: OAR LOCK. OPTION END •. INSIDE HANDLE 0111811 KEYED LOCK SNAP LATCH LOCK - OPTION. TA8 68 0 10 FRAMMEE EWWRR f0 B x J W pAN HEAD 1 r dy "% F IpmENIFt STILE LOCK GUIDE 4 1 8 LOCK BAR 1 ENGAGES IN TRAM( ON EACH BIDE OF DOOR. 11 407x • N VIA O.AO 1183 4011 41868811 1117416 110068 8 /320p0p3 REVISED I8CK *1018 -.. 8/2168 AOflxo o110NA1 I10F27 0010.*S OIMOI IMn T /2148.. RHVI0RO MAX /I7', MIN MIN Acorn 4811. 1/2619.. AFFIRM /08/711401 MU 5010 RC 2 THICK SUDS BOLT LOCK ENGAGES. R INTO K. ON LOCK ON EAp4. SIDE OF DOOR. p•(SIOE OPTION BLIO ROLT L 24 OA (0.0238• MIN. THICK) DDS STEEL. • E%TERT011 SKIN WM( 0 -40 OALVANIZINO, BAKED -ON PRIMER AND A BAKED -01) POLTEi1HEH PAINTED. TOP COAT APPLIED TO eon( OF. 38611), SKIN, (02111 No. 4083). OPTIONAL STOP MOULDING BY 0008 INSTALLER (T0 SUIT) Ie. (M6 1111). OALV.. sTEE1. ENO STILE 18 GA. GAIN. STEEL 0008111 ENO STB.E SSTILE. BETWEEN E1ACN 0190 (T) 18 4A ma, 311111*. CINRR HINGE FASTENED TO INTER. STILES W /(4) EACH 11428/8• MEET METAL METERS. 2- 1/2912 MY. STEEL TRACK 88ACKET3 FA D TO WEND JAMB WITH 11/1e 0-6/0' 141 SCREWS. 2° OALV. STEEL TRACI< FASTENED TO 12 0A. CAI.Y. STEEL TRACK BRA0(E63. TRACK ATTACHED TO EACH BRACKET WITH QNE 1/495/8. 801.1 & NUT. OR TWO 1 /4' RNEIS. !lOJ73iS CDN i�f iELIL0Lli y0 BnC 00093 UP 10 48'0': HIGH DOOR C SYSTEM BAIANCE HWRIZL tlagiiiiIPPORT. BY REO ON lT0 R T1. RANO 10014 13 OA. OALV, situ FLAG 0011140(7, 12 °- °L 3 -i/2 2' 01)1'. 6105. TRACK, 11100( 11006711901 0289'. 1711. 2 -1/r 12 04. BALK STEEL TRACK EACH TRACE BRACKET ATTACHED TO (0445 JAMB MIN (1) 6/18' 2 1 -1 /0' LAO TSA00WTMC1.Alroo8Eo TO me SPACKEE 08111 ONE BOLT & NUT• m 090 1/4' • V U AMIRfZx1 MANN all ILZALIENLAN M SECTION A -A 12 ROLLER OA. OALYBRACK, STEEL 7040 . ET11/ )) 2- 1 /ZORAx MET Cf T.ACH.. AL �. 4x8 0''88ITA0511 EO SHIP LAP .PoINTS. 14 GA OALV. STEEL END HINGE. EACH FASTENED// To 11p0401�g�� STILES MET(AI SCREWS • APPIN6 SCREW$ ONE 4' TAU., 10 GA. C- CHANNEL PER DOOR ((9�10)0(8OO, 1/4"0/4" N ATTACHED WITH TAPPI(Q CRWBPEERR. CENTER AND END STILE L0CAT10N. . 4_1/4* WIDE x 16 GA. GALV. STRAP. (3) MIN. PER SECTION 9TPAP ATTACHED AWIt*. (3)000 1/4'43/4" SELF TAPPING SCREWS (TWO TO DOOR, ONE TO C- 00!141)11*.). 13 0A. 041V. STEEL 42011106. BRACKET ATTACHED WITH (2) 1x1/8" SHEET METAL uuALUMW3114 M9' Exiliu94ON & WNYL WEAIHERsTRIP. M10N.. �- 7/16 Posttest FASTENER INSTALLED oN ROLLER SHAVE FOR UNRFSTR10TEO D008 OPERATION: 14 OA. GALV.. STEEL ROLLER 141008 FASTENED 10 END MILES W 4 EACH 14x5 •RtU8 METAL SCREWS AND (2) 4/4' SELF 2' STEN. L0N0 9TEM ROLLER*. 1610800201(014041106 JAMB TO SUPPORTING. STRUCTURE • ATTACHMENT i•. AJi 140 (0M MRON Om b0$R 18 10142FERR O 1.112 10001) ARU Pep rpm IDS MILK t0 140 7TH 0)8110& 819 pons F2 OR ROM) =SF. 440 LOTH • 41004 THE 0000 14 100401818180 1 cm 11004001111 006)) -JANE. • 2. AG, 4048 809161010 TAY BE 1001 ARE NOT 0001ARE0 10 88) fXA94i[x00D1 10 x8000 A 41008 00111100 80HFME. J.' A I/3 870(99 2 019E 1100 0970 (4.40 1%B 881 0880 M THE ONOAATRM 08 14(018A$L8 LQWB FOR 4401414614840 //80111110$ Fos 81181.E 001111 0 AND • W�D�MEBIOINO 0001 OPOP RE Mao 801* et NOT NODE o (8) 1I [ov12ao UP ID 04 0100 (J) 889 078405 w O fe N. OTUO 0210 11790 1 100 oR180 I2 04 (81161) 8000 BIV� a A 8UR99 NODE NOf 1059 TNRI 1200 Pbl HiOfANAL iJR1�IE FORT !♦07899 WENT, MONO (F). BTIN PDIL9 m RR cont9lALatl� 1511 ra9nim m >Q -97018 - - - 41 • : 01l r, II ° 98w1 08 TO 4840474785 10 00800 8208001)60 8(004 6941. 08 WNCO0IE COMM el00( WAIL 08144 618.1.80 871280. Tf0001040 8104 810011 1C0E1E .81ACK WWSOA201 0NdCIO UAtt *1*1g 'wito (Y H orLDWO0ET�E6t me HI00141RCr 114 . 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (808 10 B£ 8069 FOR ATTACI9d841 OF TRACK SP 71015). TTPE 10911! TYPE - . ON OMER -m.o.,: .• to r1s1,,0r1110 T'T7 � I/4' x J' (1-1/4" 011010) OW TAPOOI a1utEle ANCHOR (2-1/2' 661 !b� 000210 )' L Jlj 115. a, ■ 196. V • IELME LaileNL}1,(�u11i Ai �1 �1•lLLJT..1M11k411 •' 11,.(8 7 1. CL1. rl..t1C!1 el J .liaLl1f1f�IESsu.IF11117 i PIE i•. 1,, LIWl •,1,4iax8Th'R41HIfEiAp�'7II-)DIE' L1:..7.1 L4ommemiwassails. .Li 4 9 Torsi � rm∎ 11 'IFi, ..fu41v t TS.t 4T I .P7.1la 2NEF21i i+1FNAllT r iIiil la r935, 4 ifi i, . 9 )IFGriat,.8 1•3.:cll i�4 maLle� 544.1• 74.144L1 ;ION* 80 I.T.,7ADINIS 011 'Et PI 31[L,+I.td4TIIINIMINIKITO lITB A• A ,)I 1114x1 / -tai/: 4:4) • FLORIDA Clopay `Z CLOPAY BUIL.�. pR�, 8888 , OH .81.00. MASON, OH 48840 Bullding Products (613) 770 - .E, 03280 DESIGN LOADS: +62.0 PS) & -72,0 PSF. 9....,, 9'0'0 x 48'0"44 el 9 COMPANY -ate PAN OAKUM 00011 OPT. RUNT. L 101700 M0