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WS-16-711 Lo')S Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-262208 Permit Number: WS-3-16-711 Scheduled Inspection Date: July 01, 2016 Permit Type: Windows/Shutters Inspector: I'- Inspection Type: Final Owner: PUGLISI, MICHAEL&SABRINA Work Classification: Garage Door Job Address: 1020 NE 104 Street MIAMI SHORES, FL 33138- Phone Number Parcel Number 1122320290250 Project: <NONE> Contractor: AAA GARAGE DOOR INC Phone: (305)702-0113 Building Department Comments REPLACE GARAGE DOOR WITH MIAMI DADE Infractio Passed Comments APPROVED GARAGE DOOR NOA-15-0225.15 INSPECTOR COMMENTS False Inspector Comments Passed \ ® CREATED AS REINSPECTION FOR INSP-255038. Sabrina called and 1 cancelled Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid June 30,2016 For Inspections please call: (305)762-4949 Page 27 of 31 Miami Shores Village amUf 10050 N.E.2nd Avenue NE WO*Oje�fjg�j •••• ""�' Miami Shores,FL 33138-0000 hFl d Phone: (305)795-2204 Perff7lt AI # 41 16 Expiration: 1 /16/2016 Project Address Parcel Number Applicant 1020 NE 104 Street 1122320290250 MICHAEL&SABRINA PUGLISI MIAMI SHORES, FL 33138- Block: Lot: Owner Information Address Phone Cell MICHAEL&SABRINA PUGLISI 1020 NE 104 Street MIAMI SHORES FL 33138- 1020 NE 104 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 2,160.00 AAA GARAGE DOOR INC (305)702-0113 (786)299-0444 .., Total Sq Feet: 0 Type of Work:REPLACE GARAGE DOOR WITH MIAMI DADE Available Inspections: No of Openings:1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# WS-3-16-59061 DBPR Fee $2.00 04/19/2016 Credit Card $82.80 $50.00 DCA Fee $2.00 Education Surcharge $0.60 03/18/2016 Credit Card $50.00 $0.00 Notary Fee $5.00 Permit Fee, $110.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $132.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFID T: I certify th all the foregoi ation is accurate and that all work will be done in compliance with all applicable laws regulating construction an zoning. Futh ore,I author' ove-named contractor to do the work stated. April 19, 2016 Authorized Signature:@Wer / Applicant Contractor / Agent Date Building Department Copy April 19,2016 1 Miami Shores Village m\0�� ��� �` Building Department artment V 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 MAR 18 2016 \<1X Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949°— �� FBC 20 Iq 4-1 BUILDING Master Permit No. s PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS !OB ADDRESS: 1020 NE 104 Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO X Occupancy Type: family Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Sabrina Puglisi Phone#:786-512-4000 Address:1020 NE 104 Street City: Miami Shores state: Florida Zip: 33138 Tenant/Lessee Name: Phone#: Email: puglisilawfirm@gmail.com CONTRACTOR:Company Name: A t-rkr_\, (­�-OIc_C_ce_ 'Li t iii.. ( la( Phone4sr).S) -0-L—(fit�3 Address: �,� ['P�_ l� t Cn City: 1 State: F= �(( Zip: _Z�- 1 S'-V Qualifier Name: 1 �k k� E 1 or 0— u3 i �' �i Phoned �4 State Certification or Registration#: Certificate of Competency#: a® l4LI DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ ® 1 Square/Linear Footage of Work: C LA Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Description of Work: replace garage door ` �\Uj?-Q^i Specify color roofocolor thru tile: Submittal Fee$ - (:A3 Permit Fee$ 110 °(M CCF$ CO/CC$ Scanning Fee$ 0�3 Radon Fee$ ;)- 0% DBPR$ " ®� Notary$ � Technology Fee$ - YO Training/Education Fee$ ® • 02A Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ �� _�9 0 (Revised02/24/2014) Bonding Company's Name(if applicable) 4 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be pro e d a reinspection fee will be charged. Signature Signature OWNER 0 ENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this U day of V-4 CL C o 20 It- by _day of � .20�"� by be it�Ca �Vo���s► ,who is personally known to ./� �b, �\N IS.duvho is personally known to c Me or who has produced as me or who has produced identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PU C: Czp-- Sign Sign:_ Print: C`c-As'Al:CiMAlIDIAM.Id1PJb Print: W COMMISSION i FF 1M23 Seal: * * EXPIRES:November 23,2018 Seal: w�:f. @��i1r��pP�Oe 801M�IThNBUdgelNOfefy$@IYke9 atio�YPv@4 Notary Public State of Florida ? Sindia Alvarez f My Commission FF 15h',0 APPROVED BY �I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Construction Trades Qualifvinq Board BUSINESS CERTIFICATE OF COMPETENCY 1 OBS00244 AAA GARAGE DOOR INC 44ftb,,40 D.B.A.: � �AMMER A Is certified under the provisions of Chapter 10 of Miami-Dade County I J 'C 'mm' "' 40e T R copt ad w m c -.-I Nclti yy SIMEMBER 30, 2016 WOk-K 33T'57 .W ftSiNESS h oemmiAlm per.# %n' onvrov, 'WilLBTI '4,s g AwGzr4'F-bm'R#2 Maf- SEPTE MIMR ,2016 i ,ft ate . Eve - , &1. SITZ '"OF RSIIES'S CERTIFICATE 1 DATE(fMIDNM) I I Lg qLIIY INSURANCE � 03!1$/16 j 11HIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES G BELOW. THIS CERTIFICATE OF INSURANCE DOES NOTCONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED i REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. 3.__ _.._... ......_......_........_.— .._ _ _ _ _ _ _ IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION I$WAIVED,subject to - - - t j 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 CONTAcr ANTHONY HAZARD NAME..------.__.. i A.Hazard Insurance Agency PHONE (305 247-4004 i nx •' I IArC,rto,.Extl:......... _�...__._........._.-._.____ _. ..(>;tc,r�A). ,(306)247 2499 i 100$NW 1st Ave. ;_E-MAIL DEBBIES)RAZARDINSURE.COM IADDRESS.--- __.-- ._....._ Homestead,FL 33030 INSURERS)AFFORDINGCOVERAGE _,•__PdAIC ....! j Phone (305)247-4004 _ Fax (305)247,-2999 INSURER GRANADA INSURANCE COMPANY I INSURED -.-................._... .......................... �..._.....__..._ INSURER B AAA GARAGE DOOR INC INSURER C -- ---...._................-......._..... _.._....---- __.-....... _..__. . 1$662 SW 105 Place 1NsuRER D. MIAMI,FL 33157- 305 INSURER E: -.__.._................................ .. -..._.._..----..._.......---.._..._._.._.._..._. ! INSURER F: _ _ _ COVERAGES CERTIFICATE NUMBER; '"__..._._----.._..__..:.--_— _-- -'-- REVISION NUMBER: �..._ — -..............----- _.—_.. _ 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 INSURANCg 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 CL_AIMS_.__ ( -----...._........-_.._...._ -_. -- -------.—._.......----- — I INSR j !ADOLJs'UBRI POLICY EFF ' POLICY EXP I LTR_-__.-.........._.TYPE OF INSURANCE ;INSR 6y_VI)i __--_POLICY NUMBER -------�jM IQDIYYYYI SMM/DDNYYY,— ... LIMITS GENERAL LIABILITY EAt H OCCURRENCE_ 1 000aoa D0 di COPvhJERCLaL GENERAL LIABIUI'Y DAMAGE TO RENTED _ j_PREMISES(E nn4nc�J � 100,000 00 _j di CLAIMS-MADE 1 OCCUR MED EXP{A ty cns p rson) 5,000.00 j A N j 01$5FL0062222-1 0$129/2015 06/29/2016 -_ PREMIOPERS 5500 DED ( PERSONAL r AOV!td JUPY 1,000,000.00 ... ------ LJ _._-- ---_— j GENEPAL AGGREGATE ATE 2000 000 00 j j GE AGGREGATE LIMIT APPLIES r Eit. I I PRODIIC rS-CO 9P/OP AGC I $ 0-00 r i j.... POLICY j PRO• I IGC. I I �_� _ —..- - ...-JECT._ .. ._..- —4 i - - _ j AUTOMOBILE LIABILITY I COMBINED SINGLE LIMIT (Ea ncrr snl).. _ ANY AUTOj I BODILY INJURYiP r ;Ir.,on) .....................-.,...__-I 3 ti j I: ALL OWNED SCHEDULED J ALTOS -I AUTOSBODILY INJURY(Per a.. id nti $ NON-OWNED ( - MACE - i HIRcDAUTUS i PROPER' - J AUTOS _.......... __._ i - .... . ... - j ! $ .. f A F31 UMBRELLA LIAB OCCUR EACH OCCUR i I EXCESS LI.AS CU.Ih9S-ftL�'eDE i i AGGREGATE{2EfdC-..........._....' - ii 1 : DED I.___'' RETENTIONS _ .. _._...._... ......-_.._--._.----................- -...-..._ WORKERS COMPENSATION !f WC S TU OTH. -- AND EMPLOYERS'LIABILITY YIN i I I I :i. , ... -L I.Ik1l1tea ANY PROPRIETORIPARTNERIEXECUTIVFj i E.L EACH ACCIDENT 5 i ( OFFICERIMEM8ER EXCLUDED? i N I A —_ -.__._.. (Mandatory in NH) n JI I ; j E.L.D!SEASE..-EA EMPLOYEE�._...._____-_._...._ .....__, IP yy' s en unc?�,r : DESL PIPTIOPd OF OPERATIONS neEGvr -'-- - i ---.- E L DISER'E PO(I(Y LIMfT _I _ - _ N .DISEA-- '---___ _..----._._............... I E I � I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101 Additional Remarks Schedule,it more spaco is required) License#1 OBS00244 i i i I __ ------- - ----............. ...._......_........... .._._..... ................ .............. ........ CERTIFICATE HOLDER CANCELLATION ..................... _.- .......I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE I Miami Shores Village THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE ..._....____.._....-......_.,__....._._..._____.�- ANTHONY HAZARD ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010l05)QF The ACORD name and logo are registered marks of ACORD 1 ,aco o® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 1 03/14/2016 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(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 CONTACT HAZARD INS AGCY NAME. PHONE FAX 1008 NW 1 AVE A/C No Ext): A/C No: E-MAIL ADDRESS: HOMESTEAD FL 33030 76D4C INSURERS AFFORDING COVERAGE NAIC# INSURER A:FLORIDA W.C. JUA INSURED INSURER B: AAA GARAGE DOOR INC. INSURER C: 18662 SW 105 PLACE MIAMI FL 33157 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DD MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $ CLAIMS-MADE 1:1 OCCUR MED EXP(Any one erson $ PERSONAL&ADV INJURY GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP OP AGG MPOUCYM PROJECT M LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO $BY&ULED BODILY INJURY Per rson ALL OWNED sNOON-OWNED BODILY INJURY Per accident $ AUTOS AUTOS PROPERTY DAMAGE HIRED AUTOS Per accident $ UMBRELLA LIABOCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DEDI IRETENTION $ WORKERS COMPENSATION A TS OERH A AND EMPLOYERS'LIABILITY (6FR13UB-7D76376-2-16) 03-04-16 03-04-17 X TORY ANY PROPRIETOR/PARTNER/EXECUTIVE 100,000 Y OFFICERIMEMBER EXCLUDED? E.L.EACH ACCIDENT $ (Mandatory In NH) N N/A100,000 E.L.DISEASE-EA EMPLOYEE.$ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT Is 500,000 DESCRIPTION OF OPERATIONS/J.QCATIONSNEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREFO,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES VILLAGE AUTHORIZED REPRESENTATIVE 10050 NE 2ND AVE MIAMI SHORES FL 33138 ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD FLORIDA WORHERS'Cp6?DWICN JOINT UNDERWRITING ASSOCIATION,INC. FWCJUA P.O. BOX 3556 ORLANDO FL 32802-3556 MIAMI SHORES VILLAGE 10050 NE 2ND AVE MIAMI SHORES FL 33138 ACORD CERTIFICATE OF INSURANCE (On Reverse) MAR-24-2016 19:38 From:3052472999 Paee:1/6 MAR 2 4 2-16 Y: 1008 NW 1 Ave " ly Homestead FL 33030 (305)247-4004 phone ----- (305) 247-2999 fax AWU. 7�,* 4 To: Miami Shores From: Debbie O'Haver iS Fax: 305-756-8972 Fax: (305)247-2999 Attn: Ms-Silvera Date: 24 March 2016 a lDoor Incnsation Declaration and Classifications pages Should you have any questions, please contact our office. Thank Youti Total number of pages including cover: 4 is We pride ourselves in affordable and competitive prices with fast and courteous service .............. .�.....:!.tYitnnn«xx..,:•., .......... ..tpym..:......ya+t .=.. ...^..-::..rn Mnr•: .... f.nnr. ,.... ,,.. '.:%-!. �.: .n:...H:??!!:... ,.. ... MAR-24-2016 19:39 From:3052472999 Paee:2-6 A* MAR-24-2016 19:39 From:3052472999 Pase:3/6 r 4 F A FIt1FUlA vIORKF1Zi COMPENSATION \..' JOM UND1:Ri NINC ASSOCIA110N.PIC WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (GFR1 3US-7D76376-2-1 G) RENEWAL OF (GFR13UB-7D76376-2-15) INSURER: FLORIDA W.C. JUA 1. NCCI CO CODE: 50179 INSURED: PRODUCER: AAA GARAGE DOOR INC. HAZARD INS AGCY 18662 SW 105 PLACE 1008 NW 1 AVE MIAMI FL 33157 HOMESTEAD FL 33030 Insured is a A CORPORATION Other work places and identification numbers are shown in the schedule(s) attached. 2. The policy period is from 03-04-16 to 03-04-17 12:01 A.M. at the insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation Law of the state(s) listed here: FL B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident: $ 1 00000 Each Accident Bodily Injury by Disease: $ 500000 Policy Limit Bodily Injury by Disease: $ 100000 Each Employee a� C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here: SEE ENDORSEMENT FWCJUA 03 01 D. This policy includes these endorsements and schedules: SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE 4, The premium for this policy will be determined by our Manual of Rules, Classifications, Rates and Rating Pians. All required information is subject to verification and change by audit. ANNUALLY. DATE OF ISSUE: 03-1 3-16 WC ST ASSIGN: FL OFFICE: FLORIDA WC JUA 821 PRODUCER: HAZARD INS AGCY 76D4C Page 1 of 1 0169+34 MAR-24-2016 19:39 From:3052472999 Pa9e:4/6 pW �JA t l0XMA W0RKEF;COMPENSAV0N ; Nr uNnEriwrcnauc assncwnoN.inc. WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (6FR13UB-7D76376-2-16) CLASSIFICATION SCHEDULE: PREMIUM BASIS RATES ESTIMATED TOTAL ESTIMATED PER $100 OF ANNUAL CLASSIFICATIONS CODE NO ANNUAL REMUNERATION REMUNERATION PREMIUM SEE EXTENSION OF INFORMATION PAGE - SCHEDULE WC 00 00 01 ( A) NAICS: 238290 ------------------------------------------------------------------------------------ TOTAL ESTIMATED ANNUAL STANDARD PREMIUM $ 2790 PREMIUM DISCOUNT NONE 0900-09 EXPENSE CONSTANT 200 TERRORISM 13 TIER 2 SURCHARGE 601 FWCJUA FLAT FEE 475 TOTAL E5TIMATED PREMIUM 4079 TOTAL AMOUNT DUE 4079 Minimum Premium: $ 1379 ST ASSIGN: FL DATE OF ISSUE: 03-13-16 WC OFFICE: FLORIDA WC JUA 821 PRODUCER: HAZARD INS AGCY 7GD4C Page i of 1 MAIC-24-2016 19:39 From:3052472999 Paee:5,'6 FWp I I tiKll}A WOIiKEh"i'1:{)tIYFN5Ai111N yul JOINT NNDFRWRIK ASSOGOON,INC. WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY EXTENSION OF INFO PAGE-SCHEDULE WC 00 00 01 ( A) POLICY NUMBER: (GFR13UB-7D76376-2-16) INSURER: FLORIDA W.C. JUA INSUREDS NAME : AAA GARAGE DOOR INC. PREMIUM BASIS ESTIMATED RATES ESTIMATED TOTAL ANNUAL PER $100 OF ANNUAL CLASSIFICATION CODE REMUNERATION REMUNERATION PREMIUM LOCATION 001 01 FEIN 272190328 ENTITY CD 001 AAA GARAGE DOOR INC. 18662 SW 105 PLACE MIAMI , FL 33157 SIC CODE : 1796 NAICS: 238290 MACHINERY OR EQUIPMENT ERECTION OR REPAIR NOC & DRIVERS 3724 67400 4,14 2790 •� 1 ------------------------------------------------------------------------------------ a� r� �- EXPERIENCE MODIFICATION: NONE MODIFIED PREMIUM $ NONE TOTAL ESTIMATED ANNUAL STANDARD PREMIUM 2790 EXPENSE CONSTANT(0900) 200 0.0200 TERRORISM (9740) 13 TIER 2 SURCHARGE 601 FWCJUA FLAT FEE(9601 ) 475 FWCJUA MANDATORY DEPOSIT NONE TOTAL ESTIMATED PREMIUM 4079 DEPOSIT AMOUNT DUE 4079 DATE OF ISSUE: 03-13-16 WC ST ASSIGN: FL Page 1 of 1 o�ao3� MAR-2472016 19:40 From:3052472999 Paee:6,6 v Fj y4 .11 MAR 1 $ 2016 � � � , cu ( , ,- 2 _-.yew : l Miami Shcres Village 4111 �'PRO�ED BY DATE DEPT T nt(e, CT O CCNIPLIA`NCE WYrH ALL FEDERAL i`f ril;L-zS AND REGULAMONS \ �� •• ••• • • • • • •• SO: So- • • • • • • • • • • •• • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • i e • • • ••• • • • • .0.: .•• • • • •• •• ••• • 0 0 • ••• • WORST CASE DESIGN PRESSURE CHAR' APR a 5 2016 ,RETROFIT GARAGE DOOR COMMERCIAL SIZES 7 : 1 ...._,..._ . ,.,. y: URE:�C: g DADE CO•g FLORIDA 1� THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO,BASED ON THE FOLLOWING ASSUMPTIONS: < i 1)THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE(ZONE 5) BUIL ACCORDING TO ASCE?CALCULATION METHODS, 7 2)BASED ON ENCLOSED BUILDING,ANY ROOF SLOPE. 3)ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1.NO OTHER LOAD FACTORS OR REDUCTIONS ARE ALLOWED. NOTE 1:SPECIFIC,INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION.THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS, NOTE 2:DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE,A 16'x10'OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE AS A 16'x8'OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x1O'TO HAVE A LOWER DESIGN WORST CASE DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT UP TO 15' 16' 17' 18' 19' 8'x7 . . +35.0, -42.44 2021, ' . . 045;2 +36.4 -45.7 7.93 -46.8 +37.7, -47.3 +38.0 - 47.7'X . , .w 8 ' . . 35 -47.01 .7, -44.5 . +36.1 +36.5 -45.5 +36. -46,1 +37.3 -46.6 +37.6,�5 . . , -44.6 +36.1 -45.1 +36.5 -45.6 +36.9 -46.1 +37.4, -46.7 +37.7, -47.10 +34.9 -43.4' +3 .3 -43z 'x ' .9 +35.8 -44.4 +36.2, -44.9 +36.6 -45.4 +37.0, =45.9 +37.3, -46.316x7 +33.8 -41.1 +34.2 -41.6 0'x8' . +350 -42.5 +35,4, -43.w 11 8'X +35.8 -43,5 +36.1, 43.9 . , -O +34.Z -41.3 +34.6 -41.8 +35.0 -42.3 + 5.4 -42.8 +35.7 -43.1+33.9 0.9 +34.3, -41,4 +34. -419 +35.0, - 18'X , 2 $'+33.1, -39,8 +33.5, 40.2 34 . +34.7 -41.6 +35.1, -4+ . +35.4, -42.5 WORST CASE DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT 22' 23 24'Ell25' x7 +38.3, -48,2 +38..7, -48..6 +39.0, -49,.30 +++333899.,,604,---444889...8'x8 + , 4 +38.3 -41.8 +38.6, -48.2 +39.0, -48.9'x ' +38.0, -47.5 8.3, -47,9 +387 48 69' 8' +37.6, -46.7 +38.0 472 +38.3, -47.616'x7' +36.4, -44,3 +367 -44.6 +37.0, -45. +37,4, -45.+36.0, -43,5 +36:3 -43.9 +36.7 -44. +37.0, -44.7836.1, -43,6 +36.4;-"44.0 +36;7 44.4 +37.0, -44.740746 � �aga�:sre�o +35.7, -42,9 +36.0, -43.2 -44,0 '4titi4�-(� ty7f Gd •-• _ 0 r�r THIS CALCULATION SHEET IS ONLY VALID � ��-�LGEA[&--- FOR THE FOLLOWING BRANDS: CLOPAY, ��. Na s32a� I-OEAL9 AND HOLMES• = = Scott Hamilton, P.E. r o `. �' ••• •• b 8585 DUKE BLVD. .,,.� �'� ���„`* • MASON, OHIO 45040 •�x�r�S/O #�`t- ! • •• (513) 770-4800tse All FLORIDA-P.E. No. 63286 Sig ° 4/27/2012 ••• • File: DADE CO WORST CASE 2010 R01 [RE'fROFT'i') • • • • • • •• • • • • ••• • • ••• •• •• ••• ••• •• •• 9300 L3 M AM MIAMI DADE COUNTY •WAU&M PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida_33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidnde.gov/economy Clopay Building Products Company 8585 Duke Boulevard Mason, OH 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 RER-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 AHS(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.RER 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: 2"EPS Insulated W8 DP46 Steel Sectional Garage Door up to 16'-2"Wide w/Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No.104736,titled 12"EPS Ins. 16'Doors",sheets 1 through 3 of 3, dated 10/26/2012,with revision 03 dated 02/2015,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 Miami-Dade County Product Control Section. MISSITY 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,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track,bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official.••• ••' • • • •• • • • • This NOA revises NOA N 13-0402.04 and consists of this page 1 and ev1dence'1aSe E:I InOF.-2•as well as approval document mentioned above. •• 000 •: •.' ..' The submitted documentation was reviewed by Carlos M.Utrera;P.E. • • • ; NPA-A IM225.15 rttataanno> couNrr ..• Vxpird'tydn D$fe: Jft4ary 31,2018 Approval Date: May 14,2015 05l Pagel • ... ... :0000 ... . . Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104736, titled"2"EPS Ins. 16' Doors", sheets I through 3 of 3,dated 10/26/2012,with revision 03 dated 02/2015,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E. B. TESTS "Submitted under NOA#13-0402.04" 1. Addendum to Test Report No. ATLNC 0827.01-12,dated 02/06/2013,signed and sealed by David W. Johnson,P.E. "Submitted under NOA #12-1.108.0.1" 2. 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 24113.2.1, TAS 202-94 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of 16'2"x 8',27ga steel garage door Model 4300 with windows,prepared by American Test Lab,Inc.,Test Report No. ATLNC 0827.01-12,dated 10/09/2012,signed and sealed by David W. Johnson,P.E. 3. Test report on Salt Spray per ASTM B 117 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 NDA#12-1-108.01" 1. Jamb anchor calculations prepared by Clopay Building Products Company, dated 11/05/2012,signed and sealed by Scott Hamilton,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) .. ... . . . . . Carlos M.Utrera,P.E. • "' •T•rotlptt Coplrol 1kaminer • • ' • • ; N01t Na k-4225.15 ..' Mpirsttjdn Dpte: J1 nua4 A,2018 Approval Date:16 14,2015 E-1 ... . . . . ... . . . . . . . . . . . . .. .. .. .. ... . . . ... . . Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01 issued to SABIC Innovative Plastics for their Lexan Polycarbonate Sheet Products,approved on 11/28/2013,expiring on 07/17/2018. 2. Test report on Surface Burning Characteristics,per ASTM E84 of Type I EPS, Test Report No. 3082960.500, prepared by Intertek Testing Services, NA, Inc., dated 10/04/2005, signed by Javier Trevino, 3. Test report on Ignition Properties of Plastics per ASTM D 1929 of Type I EPS,Test Report No.3082959-500,prepared by Intertek Testing Services,NA,Inc., dated 09/16/2005,signed by C.Anthony Pellaloza. F. STATEMENTS 1. Statement letter of code conformance with the 2010 and the 51h edition (2014)FBC issued by Clopay Building Products Company,dated 02/18/2015,signed and sealed by Scott Hamilton,P.E. "Submitted under NOA #12-1108.01" 2. Statement letters of code conformance to 2010 FBC and no financial interest,issued by Clopay Building Products Company,dated 11/05/2012, signed and sealed by Scott Hamilton, P.E. .e ..• . . . .. too see Car os M.'Utrera,P.E. •. •;• •t odwet Control Examiner • • • • • . NOA.'N8*-CZ25.15 0,4. 3ftpiratis D;tre:•Jawad 2*,2018 Approval Date:O[ay14,2015 E-2 • . . . . . . . . . . . . i I 4 3 2 1 MODELS 24 GA SHORT 27 GA SHORT 27 GA FLUSH 27 GA LING SLEET- REVISIONS CLOPAY 4400. 4401 4300, HDG 4301• HDGF 4310, HDGL 1 OF 3 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION HOLMES -- 66. 66G, 6200 68, 6201 67, 67G, 6203 03 - 2/2015 1 DDED CODE COMPLIANCE STATEMENT. IDEAL -- SP200 SF200 SE200 OPTIONAL ROW OF IMPACT-RESISTANT GLAZING. IMPACT-RESISTANT CONSTRUCTION: MAX. GLAZING SIZE IS 18-1/2"x 11". D GLAZING IS INJECTION MOLDED GE LEXAN SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE(7) 20 GA BACKER PLATE BETWEEN EACH SLX2432T, A HINGE.ATTACHED WITH DOUBLE SIDED N APPROVED CC2 PLASTIC IN IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND EMBOSS LOCATION THAT CONTAINS A CENTER ACCORDANCE WITH IBC/FBC 2606. GLAZING IS GE LEXAN SLx2432T,AN APPROVED CC2 PLASTIC w ACCORDANCE WITHSEE SECTION B-B FOR ASSEMBLY DETAILS. IBC/FBC 2606. ACRYLIC ADHESIVE TO BACK OF DOOR. �-q (GLAZING SHOWN IN INTERMEDIATE SECTION.} THE ENITRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE _==Al - WIND LOAD REQUIREMENTS THE FLORIDA BUDDING CODE AND INTERNATIONAL BUILDING S = CODE AND IS LARGE-AND SMALL-MISSILE IMPACT RESISTANT. __ �� 11 11 1t :I �� 11 11 11 II 11 11 I 11_ ___-� �-====-3' �T-_=�I 3 GLAZING SHOWN IN TOP SECTION. 16 GA. DOUBLE END STILES. �i MAY BE NOTCHED FOR LITES. Eil]P2 [�:O 1[��] F/ w 8 B = 4 3 2 1 MODELS 24 GA SHORT 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET, REVISIONS CLOPAY 4400, 4401 4300, HDG 4301, HDGF- 4310, HDGL Z OF 3 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION HOLMES -- 66, 66G, 6200 66, 6201 67, 67G, 6203 03 - -- - -- SEE REVISION HISTORY ON SHEET ONE. IDEAL -- SP200 SF200 SE200 D ------SILICONE FULLED CHANNEL SEPARATES FRONT AND BACK SKIN OF DOOR. HOR¢ONra ODP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NO LOAD FROM bDOR) NOTES: 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO 1.95" THICK, Ig DENSITY THE 2x6 VERTICAL SYP(GRADE 02 OR BETTER)JAMBS.NO LOAD FROM THE DOOR IS EXPANDED POLYSTYRENE FOAM TRANSFERRED TO THE HORIZONTALAM (TOP)JB. 2.EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +366 LB k-416 LB.PER LINEAR INSULATION LAMINATED TO BOTH (1) 12 GA. GALV. STEEL TOP ROLLER FOOT OF JAMB. EXTERIOR AND INTERIOR SKINS. BRACKETS (2-1/2" x 5-3/87. EACH 3. FASTENER ALL JAMB FASTENERS MAY BE(BUT ARE NOT'REQUIRED TO BE)COUNTERSUNK TO PROVIDE A FOAM MANUFACTURED BY BRACKET ATTACHED W FLUSH MOUNTING SURFACE. PREMIER INDUSTRIES, INC. OR /(4j ®14x METAL SCREWS. ADJUSTABLE SLIDE DE SHEET TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE FALCON FOAM. ATTACHED 10 LOADS FOR ANCHORS AND FASTENERS FOR STEEL.CONCRETE AND MASONRY. TO TOP BRACKET WITH (2) 1/4`x1/2" BOLTS WOOD FRAME BUILDINGS AND NUTS PER BRACKET. STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN(3)2.6 PRESSURE MAX.O.C. TREATED SYP(GRADE 12 OR BETTER)WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING(Fb)FOR DOORS UP TO 8b`HIGH OR(4)2.6 TONGUE AND GROOVE JOINTS. 27 GA. (0.016" MIN.) INTERIOR STEEL SKIN PRESSURE TREATED SYP(GRADE 12 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN GALV., MIN.(DRAWING QUALITY) WITH G-40 C 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING(Fb)FOR DOORS UP TO 18'0-MICH.STUD BAKED-ON PRIMER AND A BAKED-ON40MIN. C wALLs to BE CONTINUOUS FROM F0O7Nc io i1E BFAMs. 4"-- POLYESTER PAINTED TOP COAT APPLIED TO 2x6 VERTICAL JAMB BLOCK WALL 0 r BOTH SIDES OF STEEL SKIN. 2x6 SYP GRADE 2 OR BETTER)WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND 4'1/4. 14 GA GALV. ROLLER HINGE. EACH HINGE REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS.ALL BARS L FASTENED TO END STILES WITH (4) SWILL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT VIEW "O" A #14z5/8"SHEET METAL AND (2) OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 4" TALL TAPER STRUT. i 1/4"x3/4"SELF TAPPING SCREWS. SEE 0.062" MIN. GALV. STEEL, VIEW "B`. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 80 KSI. MIN. (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2.6 VERTICAL JAMRS OR SUPPORTING STRUCTURE) MAXIIAUb ONE 4"T-STRUT PER SECTION. (SEE ON-CENTER /VIEW "D7 EACH T-STRUT ATTACHED AT DISTANCE STEEL 27 GA (0.016' MIN.) EXTERIOR STEEL / EACH HINGE LOCATION WITH (2) BUILDING TYPE FASTENER TYPE FASTENERS"BETWEEN WASHERS SKIN (MIN. YIELD STRENGTH: 44.4 KSI, 1/4'x3/4"SELF TAPPING SCREWS. B 1 4"x 1-1 4" IN MED ON CO -------- -- 6-1 4 1 O.D. DRAWING QUALITY) WITH C-40 MIN. 31X10 P51 NTN. NCR 1 4 x 1 MIN. MEED TAPCON CO RETE ANCHOR 6-3 4 1 0.0. GALV. BAKED-ON POLYESTER PAINTED B 24000 PS J :410 X 1-3 4' IN. EMBED WEJ-IT ANKR TITS SLEEVE ANCHOR -IJ2" INCLUDED TOP COAT APPUED TO BOTH SIDES OF Q 4 - 4`MIN. EMBED WEJ-rr4"N U STEEL SKIN. WOODF 1 1- q_ 1 • Mp FIRST(BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF 711E MAXIMUM ON-CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. 13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. WITH (2) #146/8"SHEET METAL SCREWS. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK:2-1/2-, EXCLUDING STUCCO THICKNESS, ALUMINUM EXTRUSION &VINYL WEATHERSTRIP. I • 44717..--T/y'• • •• S14x5/8"SHEET METAL SCREWS SECTION A-A (SIDE VIEW) • •,.�.n"-v. /LT Ari, • • • • asome ND 8 •^ maEym�1i6 dw Fi k IL 1/4"x3/4- SELF O • • 2t'�`•�;0:' Ne TAPPING SCREWS. PART NO.: N/A A 9' STATP OIC :41., • DESIGN LOADS: +46.0 P.S.F. & -52.0 P.S.F. A f()�'I�, • � ,�� 14 .A ND HINGE 18 MIN) INTERMEDIATE HINGE Uij_�oNe abe:.en 8583 Duke Bo%bvora VII4DLOAD RATING • • , O A 1 O p'Q�S1�� . . VIEW "B" VIEW •C TOLERANCES Oro Cio ay T 0513-Tic-am `.r Q A s/ ��• • • .0 a 3.031 Pra0uc0�aqy Fox N4 31}770-4853 VY V D P 4 6 • J�iATYONI�-A1`tit • •.•• .00= 1.015 DESCRIPTION: 2"EPS INS. 16' DOORS (SEE TABLE FOR MODELS) • GOOD. 3�S DRAWN BY: SH DATE: 10/12/1 SCALE:NIS DWG.R • DESIG*! ENGINEER: •••••• Degrees= t 1/T CHECKED BY: SH DATE: 10/26/1 SHEET 2 OF 3 SIZE LJ • 0 , LI,LTON P.E. • U.W.SWtee OU-48Q VER:MD L A LICENSEyt� X88 •••••• DeIENSIDNs ME IN 61CHEs.DWG. NO.: 104736 • 4 .•• 3 2 1 • . • . ...... .... . 0 4 a 3 2 1 MODEIS 24 GA SHORT 27 GA SHORT 27 GA FLUSH 27 GA LONG SHEET, REVISIONS CLDPAY 4400, 4401 4300, HDG 4301,HDGF 4310, HDGL 3 OF 3REV. N0. ZONE: DATE: ECR N0. APPVO: DESCRIPTION HOLMES -- 66, 66G, 6200 68, 6,101 67, 67G, 6203 - -- - SEE REVISION HISTORY ON SHEET ONE. IDEAL -- SP200 SF2OD SE200 D 2"TRACK CONFIGURATION NOIE:TRACK CONFIGURATION ABOVE THE HORIZONTAL TRACK D DOORS UP TO 800 LBS DOOR OPENING DOES NOT AFFECT THE SUPPORT BY DOOR WIND LOAD RATING OF THIS DOOR. INSTALLER(TO SUIT). F6131- 2* NTERBALANCE SYSTEM JAMB CONFIGURATION . DOOR DOORS UP TO 80D LBS V. STEEL FLAG BRACKET ATTACHED TO HEIGHT 'l" (3)5/16'X 1-5/8'LAG SCREWS 6'-6 7 ACK WITH(2) 1/4 RIVETS. 7'-O 76' 1"DOOR OVERLAP(EACH SIDE) 7'-S- = 8'-0" 2x6 STP WOOD JAMB SEE 3" �N' (i0 SNL). v OPTIONAL STOP MOULDING BY INSTALLER a WG NTE 14"O.C. 8'- ' 94' JAMB PREPARATION NOTE". = 9•_ '1 ' 16 GA GALV.STEEL DOUBLE-END-STILE FASTENED WITH(1)18 X 1/2"WAFER SCREW. 0 9'-6`706' END 510.E5-3/4 X 2-1/8•X g GALV. STEEL TRACK.CK THICKNESS:0.083-. 1 -6_ 2-1/2'X 12 GA GALV.STEEL1 7 TRAC(BRACKETS FASTENED TO 11'-fi`1 WOOD JAMBS WITH 5/6'X 1-5/8' 18 GA GALV.STEEL CENTER HINGE 1' 12'-0'136" LAG SCREWS NOT TO EXCEED 14' PUSH•NUT � FASTENED TO INTER STLLES W/(4)EACH RGU= 38• ON-CENTER MIN.OF(9)LAG FASTENER. $14x5/8'SHEEP METAL SCREWS. C TYP. 2-1/2'% 12 GA GALV. 13-0' . SCREWS REONRED PER JAMB. STEEL TRACK BRACKETS. 13'-6' 14 CA.CALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH®14x5/8• C 24' ATTACHED TO JAMB WITH(1) 14-0'16 SHEET METAL SCREWS ANO(2) 1/4'SELF TAPPING SCREWS PER END HINGE. c 5/16'X 15/8"LAG SCREW PER 1 '-6` 2"GALV.STEEL TRACK FASTENED TO TRICK BRACKET. S'-0* 7 12 GA QALY STEEL TRACK BRACKETS 10' 1 WITH EITHER(2)1/4'DIA. RIVETS OR 2"DIA 7-1/2'LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. 16'-q` (1) 1/4"X 5/8"BOLT&NUT PER 3-1/2• TRACK BRACKET. SECTION C-C LHR BRACKET(2-1/2"x 5-3/4'x 12GA) PREPARATION OF JAMBS BY OTHERc ATTACHED WITH(2)1/4"x 3/4•SELF TAPPING SCREWS.NOTE THAT LHR BRACKETS ARE ALSO USED WITH"DOUBLE END STILE'AS SHOWN IN 3"TRACK CONFIGURATION NOTE:TRACK CONFIGURATION ABOVE THE ZONE B-3 SHEET I. DOOR ODORS 800 LBS AND R WIND LOAD RATIN NINE DOOOT R.THE JAMB CONFIGURATION DOUBLE ACK CENTER HAND REOUIREO FOR ODORS 800 LBS AND OVER Law HEADROOM OPTION DOORS OVER 8'MIGH, HORIZONTAL TRACK (AWM-FOR 807H 2-AND 3"TRACK) SUPPORT BY DOOR DOUBLE HORIZONTAL ' PAR41XtJCF�VE9Bp INSTALLER(TO SUIT). 1"DOOR OVERLAP(EACH SIDE) TRACK AcoWmW NO T 3 GAIN.TAPERED STEEL TRACK AND ANGLE.TRACK 2.6 SPP WOOD JAMB.SEE STOP MOULDING BY DOOR INSTALLER (TO SU T), I THICKNESS:0.501'.ANGLE THICKNESS:0.080" JAlA9 PREPARATION NOTE`. 16 GA GALV.STEEL DOUBLE-END-STILE FASTENED ATM(1)#8 X 1/2`WAFER B MIN.ANGLE DIMENSIONS 3-1/4'x 2 7/8 SCREW.END STILE DIM.:5-3/4 X 2-1/8'X 3/8•. BY VERTICAL/HORIZONTAL TRAC( 14`VA70MlDN SPACING FndVu JUNCTION.TWO 1/4"BOLTS FROIt L0.ST MOUNTING 3-1/4•x 2-7/8`MIN.x 0.060•TAPERED g &NUTS FOR EACH'TRACK. SLOT 70 TRACK JUNCTION ANGLE.SEE LAG BOLT MOUNTPTG AT TRACK 18 G0.CALV.STEEL CENTER HINGE = CONFIGURATION BELOW. 1` 7/16'L0.ROUND FASTENED TO OUTER.STILES W/(4)EACH rc ADDITIONAL MOUNTING SLOTS ` FASTENER �JI4.5/8`SHEET METAL SCREWS. NED 8X SPACED AT 12'CENTERS. S4,''t-T HA r'0I It • • 12'ON CENTER 0.101"TO APERED ANGLE.THICK 3'DALY. �TRACCKA T ACK CHED TO STILES GALV.4)EACH 0 ROLLER .5/8"SHEET MEAL SCREWS •,r CEM.. O�ii • • TAPERED ANGLE WITH ONE 1/4'x5/8'BOLT& AND(2) 1/4'SELF TAPPING SCREWS PER END HINGE. .......... •• a�•'2 4' _ • . NUT AT EACH MOUNTING SLOT. Y• No 832DIA ON 8-1/2'LG STEM BALL BEARING STEEL ROLLER• r� u• • SECTION C-C • z �` Y'TRACK BOLT AND NUT AT EACH , .., .P;, §: PRFPARATIDN OF JAMBS By OTHERS a E•• • MOUNTING SLOT LOCATION. STATE• F••,,I(/� ••• • DOOR VERTICAL DESIGNLOADS: +46.0 P.S.F. & -52.0 P.S.F. PART NO.: N/A ••• �2" HEIGHT TRACK LENGTH ummx Storm Omewhe 1 F' O R t p� T'- 7 TOLERANCES e e Clapay «D VINDLDAB RATING A .f��s•••....• �C?,., 8.-0 84" Tel.Tta 513-770-4600 W 8 D P 4 6 �4�/�N i�,•• ••• -g Be oNE s/1 a": 1-5/8"LAG SCREW SPACED AT THE SAME 0= 5.031 avAg WOdettx FI:No.513-TIC-49M • 777 1 DISTANCES AS THE TRACK BOLTS(LE. 3-1/2'. 10',22`.34-. -w' 1.015 DESCRIPTION: 2'EPS INS. I6'DOORS(SEE TABLE FOR MODELS) •0 1/2" 1 0 132 .000 5.005 �)lSlCt�l ENGINEER: afi•.Erc.y ADDITIONAL LAG SCREWS LOCATED AT 16".28'.& 0000 a ::.ODI DRAWN BY: SH DATE: 10/12/1 SCALE: NTS DWG.p 16-0 160 40'FROM BOTTOM. 7W0 LAG SCREWS ALSO LOCATED ABOVE Degrees CHECKED 8Y: SH DATE: 10/26/52 SHEET 3 OF 3 SIZE 1, SCOTT tiAtdILTON, P.E. • — VERTI`AL/HORRONTAL TRACK JUNCTION. U,4—Stated Otl—i. • ICENSE• • a oAlENsroHs AM IN 1Nt1iEi DWG. NO.: 104736 VER:MD • 4 .. 3 2 1 ...... sees