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WS-15-2592 ws- Miami Shores Village K�:-- I Pere ype:i ktln,0owslShu�rs - 10050 N.E.2nd Avenue NEPe ... Wo Dass fi iron.""Ga l age_1r Miami Shores,FL 33138 0000 OrMit SMW.APPROVED Phone: (305)795-2204 + *1�i11201 Expiration: 04/23/2016 Project Address Parcel Number Applicant 10050 NE 12 Avenue 1132050190370 BEYOND ALL REVOCABLE TRU Miami Shores, FL Block: Lot: Owner Information Address Phone Cell BEYOND ALL REVOCABLE TRUST 10050 NE 12 Avenue (305)244-2356 (786)709-3909 - --- - --- MIAMI SHORES FL 33138- 10050 NE 12 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 2,250.00 AUTOMATED HOME SERVICES INC (305)594-3810 Total Sq Feet: 112 Type of Work:REPLACE EXISTING GARAGE DOOR WITH I Available Inspections: No of Openings:1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due! CCF $1.80 Invoice# WS-10-15-57405 DBPR Fee $2.00 10/26/2015 Check*36688 $127.80 $0.00 DCA Fee $2.00 Education Surcharge $0.60 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $127.80 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 employs. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL�HJJprk. OWNERS AFFIDAVIT: I i at all the foregoing information is accurate and that all work will be done in cd pliance with all applicable laws regulating construct nd zoning. ore,I author' above-named contractor to do the work stated. Oc ober 26, 2015 uthonzed Signature:Ownerplicant / Contractor / Agent Date Building Departmeil Copy October 26,2015 1 r 16 wIiaiiii aiiuie5 viiiageF —_- ----- ---- -, , Building Department OCT 14 2015 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 . - d--- INSPECTION LINE PHONE NUMBER:(305)762-4949 C�/( FBC 201 ( BUILDING Master Permit No. WS 1s-- 2SqZ PERMIT APPLICATION Sub Permit No. [PBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �+ . / /J CONTRACTOR DRAWINGS / JOB ADDRESS: AWS-0 /�A� 1.2,/`PVi City: Miami Shores County: Miami Dade Zip:3�f� Folio/Parcel#: ,d` ����'�/ `s' - 67.3 2r) Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder) ©dJ�g ( C 79 - Phone#: 7i Addres-1s city:.O f-'C"k L/L'ck&ln F State: TL Zip: 33 1/, Tenant/Lessee Name: Phone#: Email: --� �' I e-"'L'-) �/ Wit- . ('a&--, CONTRACTOR:Company Name: ,HG,2Z,9?,4 &/ Zj� 14,1 Phone#: 34L5-5/k'�/D Address: /4 ./IZ0 c% City: //-7i State: /L_- Zip: 3:5/ 7--2— Qualifier Namez6y-�- 2 2g"Ije!!!� Ph ne#:3 �513z``® State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer:nrA�/2�® Phone#: ®S�(©5V el®® Address: 136- 23 f�fsc City: State:rL Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: /lam x 7z Type of Work: ❑ Addition ❑ Alteration ❑ New IN Repair/Replace ❑ Demolition Description of Work: & 6 e!57YIff7 IV 6AW.6 2>40---o Av/7N Ii��.4ci %X�� .— 1 Specify color of color thru tile: Submittal Fee$ Permit Fee$ 110 ° CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE S ° �j 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 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 subjechment. A a certified copy of the recorded notice of commencement must be posted at the job site for the first inspe on which occur even (7J c7qys after the building permit is issued. In the absence of such posted notice, the inspection will of be approved an areins ection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 'At day of �T ,20 %. ,by day of &r— ,20 ZS •by JL jE.CES�' ,}4'1��,�� ,who is personally known to Zo/�, � �'1.r)oS ,who is personally known to me or wh as me or who ha as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY P LIC: Sign: Sign 01� �e� A LUNG Print: I Ida Print: 4 ? My Carom Czpi1,2018 Netery IIC-State of Flar a Seal: �:;rE ;;;. Cc- r ss on746 Seal: �y R!y Conon, xptres May 31,2018 ���� �.•°r Commis Ion B FF 104746 APPROVED BY � � Plans Examiner Zoning Structural Review Clerk __..,._._._.._.._. . ......--..--•-----...- -..- -....- .. one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. a�.�' PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to ET0000075 ISSUED: 06/01/2014 serve you better. For information about our services,please log onto www.myfloridalicense.com. There you can find more information REG. SPECIAL1rY El ECTRICAL CONTR. about our divisions and the regulations that impact you,subscribe LEWIS, DONAL, :.M to department newsletters and loam more about the Department's AUTOMATED initiatives. REGISTERED S: Our mission at the Department is:License Efficiently,Regulate Fairly. LIMITED ENERGY SYSTEMS-SPEC. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, HAS REGISTERED under the provisions of Ch.489 FS. and congratulations on your new license! Expiration date:AUG 31.2016 1.1406010U03232 r DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD ETON0075. 014 The SPECIALTY ELECTRICAL CONTRACTOR Named below HAS REGISTERED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 AS A LIMITED ENERGY SYSTEMS SPECIALIS 0 HE LEWIS, DONALD M �+ ` AUTOMATED 2010 NW 94TH AVE j MIAMI FL 33172 ■ ISSUED: 06/01/2014 DISPLAY AS REQUIRED BY LAW ISEQ# L1406010003232 004755 Municipal Contractor`s Reeei Miami-Dade County, State of Florida THIS IS NOTA BILL — DO NOT PAY MC 000011303 BUSINESS NAMEILOCATION RECEIPT NO' EXPIRES AUTOMATED HOME SERVICES INC 7472024f SEPTEMBER 30, 2016 2010 NW 94 AVE DORAL FL 33172 I Pursuant to County Code Sac 10-24 OWNER SEC.TYPE OF BUSINE S AUTOMATED HOME SERVICES INC SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED 000011303 BY TAX COLLECTOR Category(s) 2 $200.00 09/23/2015 CHECK21-15-136482 For more Information,visit mwainmWa ftaovftaxsallector 004754 Municipal Contractor's Recei� Miami-Dade County, State of Florida —THIS IS NOT A BILL - DO NOT PAY i 000011303 \1 M C BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES AUTOMATED HOME SERVICES INC 7472025 SEPTEMBER 30, 2016 2010 NW 94 AVE DORAL FL 33172 Pursuant to County Code Sac 10-24 OWNER SEC.TYPE OF BUSINE S AUTOMATED HOME SERVICES INC SPECIALTY ELECTRICAL ONTRACTOR PAYMENT RECEIVED 000011303 BY TAX COLLECTOR Category(s) 1 $175.00 09/23/2015 CHECK21-15-136484 For more Information,visit vvww.mismidadI 000102 Local Business Tax Receip Miami—Dade County, State of Florida -THIS IS NOTA BILL - DONOT PAY LBT 1445972 BUSINESS NAME&OCATION RECEIPT NO. EXPIRES AUTOMATED HOME SERVICES INC RENEWAL SEPTEMBER 30, 2016 2010 NW 94 AVE 1445972 Must be displayed at place of business DORAL FL 33172 Pursuant to County Code Chapter BA-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED AUTOMATED HOME SERVICES INC 196 SPECIALTY BUILDINq CONTRACTOR BY TAX COLLECTOR Worker(s) 10 000011303 $45.00 09/23/2015 CHECK21-15-136482 This Local Business Tax Receipt only confirms payment of the Least Business Tax.The Receipt is not a license, permit,ora certification of the holder's qualifications.to do business. Hgqldermust comply with any governmental or nongovernmental regulatory laws and requirements which apply to th$business. The RECEIPT NO.above must be displayed on ell commercial vehicles-lfiiami-Bade Coda Sec 8a-27ti. For more Information,visit mmy mi_ a,midede�ovkaxcollector 000103 • I Local Business Tax Receipt Miami—Dade County, State of Florida i THIS is NOTA BILL - OONOT PAY \�LBTI� 144733 BUSINESS NAME&OCATION RECEIPT NO. EXPIRES AUTOMATED HOME SERVICES INC RENEWAL SEPTEMBER 30, 2016 2010 NW 94 AVE 144733 Must be displayed at place of business DORAL FL 33172 Pursuant to County Code Chapter SA-ArL 9&10 OWNER SEC.TYPE OF BUSINESSAUTOMATED HOME SERVICES INC 196 SPEC ELECTRICAL CO TRACTOR PAYMENT 000011303 BY TAX COLLECTOR Worker(s) 10 $45.00 09/23/2015 CHECK21-15-136480 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, pe=or a cartiflcation of the holder's qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory Ism and requirements which apply to the(business. The RECEIPT NO.above must be displayed on all commercial vehicles-Mlemt-Bade Code Sec 9a-276. For more Information,visit yYVIIIN d e leatar CTQBCTOConstruction Trades Qualifyinq Board Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY BUSINESS CERTIFICATE OF COMPETENCY 000011303 000011303 AUTOMATED HOME SERVICES INC AUTOMATED HOME SERVICES INC D.B.A.: D.B.A.: L LM �Di Is certified under the provisions of Chapter 10 of Miami-Dade County Is certified under the provivons of ChwW 10 of Miami-DadeCourrty VALID FOR CONTRACTING UNTIL 09/3012016 QUALIFYING TRADE(S) QUALIFYING TRADE(S) 0022 GARAGE&INDUS DOOR 0037 LOW VOLTAGE SPECIALTY 0029 (METAL AWNG&SHUTR JuHmm K Satas P.E. Juliana K Setae P.E. �/�-/ Se�dary o}the Board v+ / www .8wlacwmw secretary of the Board O Ka4L Warri-Dade Omwdy mWn,an DIY d$ft Mlemi-Dade Cordy rofeitm aD pro"dgft herein. www.mfamldade.gav/ecormmy AUTOM-2 OP ID:GF CERTIFICATE OF LIABILITY INSURANCE DAT9128/D015 09/28/2015 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: ff the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If S 13ROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this ceftificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Tanenbaum Harbor of Florida NAME T Gail Fulmore 2900 SW 149th Avenue AIc"N E :954-883-2900 N,):954-517-7400 Miramar,FL 33027-6605 E-RE Pat Murphy ss:gfulmore0thfiorida.com INSURER(S)AFFORDING COVERAGE NAIC 0 INSURER A:Brierfleld Insurance C m any 10993 INSURED Automated Home Services,Inc. INSURER a:FCCI Insurance Co i10178 Attn:Ms.Brenda Lewis 2010 NW 94th Ave. INSURER C:Normandy Harbor Insurance Co. 13012 2010 Miami,FL 33172 INSURER D; INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVI ION NUMBER: 1 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. ILTSRR TYPE OF INSURANCE—21111L POLICY NUMBER MPOLICY M LICLIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE 0 OCCUR CPP00173503 10/01/2095 10/0112016 PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL S ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY -PRO-- LOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 500,000 S X ANY AUTO CA00252263 10/01/2015 10/01/2016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNEDP R GE AUTOS Per a ent $ UMBRELLA LIAR OCCUR EACH 9CCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION 3 $ WORKERS COMPENSATIONp AND EMPLOYERS'LIABILITY I SIATUTE X ER C ANY PROPRIETOR/PARTNER/EXECUTIVE YIN NHFL0007492015 01/01/2015 01/01/2016 E.L.EA HACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? F-1NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 500,000 If yea,describe under E.L.DI EASE-POLICY LIMIT- -T- DES $ 500,000 CRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space Is required) Proof of Insurance Contractor License #ET0000075 Donald Lewis CERTIFICATE HOLDER CANCELLATION MIASHVL SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village Hail THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PRO SIONB. Miami,FL 33138 AUTHORIZED REPRESENTATIVE J00a?;a tv. ©1988.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD AUTOM-2 OP ID:CK CERTIFICATE OF LIABILITY INSURANCE DA03104/2016Y) 03/04/2016 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 SPBROGATION 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 ondomement(s). PRODUCER CONTANAME:CT Gail Fulmore Tanenbaum Harbor of Florida 2900 SW 149th Avenue AJC,N Ext:954-883-2900 1 ac No):954-517-7400 Miramar,FL 33027-6605 E-MAIL fulmore florida.com Pat Murphy ADDRESS:gfulmore@thflorida.com AFFORDING COVERAGE NAIC# INSURER A:Brierfleld Insurance C6mpany 10993 INSURED Automated Home Services,Inc. INSURER B:FCCI Insurance Co 10178 Atte:Ms.Brenda Lewis 2010 NWW 94th Ave. INSURER c:Normandy Harbor Insurance Co. 13012 Miami,FL 33172 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVI' ION 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 DDLU R POLICY EFF POLICY EXP LTR TYPE OF INSURANCE IND WVD POLICY NUMBER MM/DD/YYYY MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE a OCCUR CPPOO173503 10/01/2015 10/01/2016 PREMISES Ea occurrence $ 100,00 MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY jE 0 LOC PRODUCTS-COMPIOPAGG $ 1,000,000 HOTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT B X Ea accident $ 1,000,000 ANY AUTO CA00252263 10/01/2015 10/01/2016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) X HIRED AUTOS Lx NON-OWNED PROPERTY DAMAGE AUTOS Per a ident $ XUMBRELLA LU1B X OCCUR EACH OCCURRENCE $ 2,000,000 B EXCESS LIAB CLAIMS-MADE UMB00022921 02/08/2016 02/08/2017 AGGREGATE $ 2,000,000 DED X RETENTION$ 10,000 WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY STATUTE I X ER C ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N NHFL0007492016 01/01/2016 01/01/2017 E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? N❑N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under E.L.DI EASE-POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) Miami-Dade CC 000011303 Garage&Indus Door MetaFAwng 8r Shutr CERTIFICATE HOLDER CANCELLATION MIASHVL SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2 AVENUE ACCORDANCE WITH THE POLICY PRO SIONS. MIAMI SHORES,FL 33138 AUTHORIZED REPRESENTATIVE Q ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD I . . Pis- Imo- 12 OCT 14 2015 ALmFAROOQ CORPORINN CONSULTING ENGINEERS & PRODUCT DEVELOPMENT SITE SPECIFIC: WIND LOADS WIND STANDARD:ASCE 7-10 FBC 2010 EDITION rH (Based on data supplied by client) 1. Client . AUTOMATED HOME SERVICES 2. Project Name ALL THINGS CINEMA LLC Z-'r, 3. Project Address : 10050 NE 12 AVE MIAMI SHORES FL 33138 CITY STATE ZIP 4. County ;MIAMI DADE 5. Building Height _ FT. • •••••• 6. Building Dimensions :Length FT. Width FT. •• •••• • 000000 .... 000000 7. Building Roof Slope ❑ Flat Slope(See Figure 1 below) •••'•• ;••••; • • •••••e 8. Risk Category I ®II r-1 I][[ &IV •••• ••••• ...... . . ..... Risk category 7'applies for non essential buildings. e.g.storage facilities etc. •••••• • Risk category 'VT applies for all commercial and residential buildings. e.g, homes,appt.,officesetrh:• •••• ' Risk category'III&IV'applies for essential buildings. e.g. schools, hospitals,polkiAtIons,firg s444ons ej:�•••; 9. Attach floor plan with shutter/window,sizes and types. (Note:If maximum load used for all openings,floor plan is not required) Client Representative Figure 1: Sloped roof LFL#70592/EBC.A.N.#3538 4 205 Flat roof D,P.E. 1235 SW 871 Avenue Miami,FL 33174 T:,305.264.8100 ( F:305.262.6978 1 www.afceng.com ( alfaroogtraafceng.com AUTOMA. HOME SERVICES ALL THINGS CINEMA LLC ..ind Speed(mph) 175 Mean Roof Height[h](ft) 12.00 10050 NE 12 AVE Importance Factor 1.00 Height Above Gnd.Level[z](ft) 12.00 MIAMI SHORES,FL 33138 Exposure Category D Horizontal Dimen. of Bldg. (ft) 102.00 Risk Category 2 Roof Slope(deg.) >10 Type of Building With Impact Protection Coefficient Kh 1.03 Coefficient Kzt 1.00 Coefficient Kz 1.03 Coefficient Kd 0.85 Velocity Pressure Evaluated C z fqz](WW) 68.64 Velocity Pressure Evaluated Pah(qh](WW) 68.64 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures(ib/ft^2) Mark Comp Type W(in) H(in) S(in) A ft^2 Z4+ Z5+ Z4- Z5- Pos Ne Z4+ Z4 In Zone G.D. Garage Door 85.30 0.84 0.84 -0.94 -1.07 0.18 -0.18 41.8 -45.9 41w8 5i5 Z5 AS PER NOA# 15-0721.07 A 16 FT. WIDE GARAGE DOOR IS APPROVED OR:+45.0 PSF (C-2) >+41.8 PSF .. ... . . . . .. -52.0 PSF (C-2) > -51.5 PSF •. .: .• %: •. 0 ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING:AL-FARQgQ a.ORPOIV T7C% 1 j3 j SW.$7th AVE,MIAMI FL.33174. TEL.305-264-8100 . .. . .. . . .. Engineers Seal Engineers Name And Sigg4tprg Design Date Design Reference Number • .. . . . : : :8/11=15 5:04:51 PM 15-1044 ... 0 . . ... . 0 PKQllUGi TVLSF,p BLACKING PERIMETER SEAL ii w w�Yin$W�ft F!<OtriQB STEEL SECTION 2.118'X 1-1J2' NAILED B`O.C.WITH Fuo=Iz1�$w jr TRADEMARK.C23 THICK GAO GALVANIZED STEEL gl)dtall C'lN1E WITH AN EPDXY PRIMER AND BAKED ON POLYESTER TYPICAL EACH qd STEEL NA1L3 Si oo0r�riag tMilb @re ENDOFEACH M FINISHWHICHIS ROLL-FORMEDWITHWOODGRAIN SECTIONtfTE�XWREANDSTAMPEOWITHEN80SSEDORFLUSHENOSTILEp ea:oea °o1 -�? •�� 12.OR 1ti'RADIUS PANELS• MUNIMIIM 1RELD BTRENGTi 1 36140PSI o Q• e�TO SECTION 0TOXLOCKED q o p e°clAMB ANGLE SEE DETAIL ONHy ONE(1)REQ'DPERVERTICAL CENTER81%12 SHT3 RACK.ATTACHWITH(3)HEX TOXLOCKEDANOHEAD LAG SCREWS GLUED TO PANEL SEE DETAIL JAMBSONSHT3 REMAINING 2X6 Y2 DOUGLAS FIRORBETTER 1B'O.G. Woo VERTICALMACK ATTACHMMEHT EE SHIT 2 FOR C HEXHEAD LAG SCREW .� (2)PER BRACKET,SEE DETAIL O;NSHT3 _-_; C" - ---- - TRAC2(BRACitETBHOWW J TOP FULL ANGLE OPTIONAL y-- SECTION SEEDETAILONSHT3 TRACK BOLT/WHIZLOCKNUT r G DOUBLE EDGE HINGE SEB DETAIL ON SHT 3 Li m14' B�IETS SHEET METALSCREW CETF(RTUNTER HIN RETAINING NDT SEE DETAIL OH SHT 3 ;j L (v -SEE DETAIL ON SHT3 71184PUSHON TRACKROLLER - INTERMEDIATE IRB RETAINS tG NUT i) SFE DETAILOSTEEL BOX 6TRUTN 8HT 3 SEE DETAIL ON SHT 3 SECTION REQLDR90 PER ROLLER p TRACK 2'SHOWN 3'OPTIONAL SEE DETAIL ON SHT 3 I - SEE DETAIL ONS}�T3 - 12• o o SECTION B-B V3 3 0 0 TOP SHEET METALSCREW I i•••i• TYPICAL TRACK INSTALLATION FIXTURE • • • •••w (� SPRING COUNTERBALANCE (�REDOPERHINGE • i NORMAL HEADROOMTRACK SHOWN,LOW END SULE SPRING WIRE INDIVIDUALLY • • i •••••• HEADROOM,LIFT CLEARANCE AND VERTICAL LIFT CALCULATEOTO • ••♦••• •••• 0•• • TRACKAVAILABLE COUNTERRMANCHDOOR BOX STRUT TOP FIXTURE DETAIL QUANTITYAND SIZE OF SPRING 0 0 i •• ••• • •••• WILL VARY BASED ON DOOR 817 •••• • • • 0 • 0000•• 0000 • ••••• A00:0 • • 0000•• • • 0 • • • • • EDGE • •0•••• • • M �D� TOP SFE DETAIL ON SHT 3 E HINGE EDGE HINGE DETAIL i 0 i •0••0 � DETAIL 8 i�Y(ljDp • • • •••.••• DOOR HEIGHT •• • • ••• • • STEEL REINFORCEMENT T-THIGH ONE(1)BOXSTRUTPER •••• SHOWN SECTION,FASTENED TO ALL DOORS TESTED PER TAS 202 MCA DOOR CENTER AND END STILES FOR STATIC AIR PRESSURE HEIGHTS USING(Z)SHEET METAL INTERMEDIATE AVAILABLE UP SCREWSAT EACH STILE TESTED PER TAB 201 AND TAS SECTION To 18'•0'USING203 FOR LARGE MISSILE IMPACT 1WOR21'HIGH INTERIORLOCK AND CYCLIC WIND PRESSURE BOTTOM TWO TWO — SECTION LO TE d� DOORWIDTH 1 DESIGN LOAO sHEErMETALSCREW a' •°°°'t9000 W-0° +6503 -760 �n ` I (��� IWO% 10'-0° +58,4 -65.1 LC IT 11 4 210115 ROILERCARRIER L° "° 11'-01 +06A -65.1 Imo,W ROLLER CARRIER a ° D� i i i i 12'-0' +'56A .66A ;F J J�. • 13'-08 . +46.0 -52.0 - - dp T ENING FY�$BEOT(Otst'� A 14'-0° +46.0 -52.0 EOt�j><OSUjtl1.MAX DOOR WIDTH-16'WWESHOWN 15' Q" +45 0 -62.0 s SEESHEET2FOROTHERDOORWIDTHBRETAINER °! ` OV-,ASTRAQ&E DE 3 L u ��s ••' •�'°•°• ' o®�� INTERIOR ELEVATION g c n IMPAC�7-F _i T�lA1T O oO `\\� � � ••,. aw4 NONE nna. SECTION A A , '? 1 mawN n a Wetrl: ND SPEC,WINOLOAD TRADEMW �) 4 SECTION 14IGH DOORSHOWN a '' B AMEA6E MRPROI)MVION eaorot MIGHO wtWOa• o.WEDMNo ROLLER CARRIER DETAIL A PREuenrottvaE mo1� •� "4'°'""' ,",°"° NO, P-3307 1oF,s All Hip Roof Structure 20" Overhang. Roof Peak at 14 Feet above ground. Estimated Roof Mean at 12 Feet above Ground. See attached picture(s). 0 P Z-9" 2,.9" 2 16'-0" Subject Garage Door Opening East Elevation (prox.) Contractor. •• •• • • •• Automated Home Services,Inc. Residence:ALL THINGS CINEMA LLC TRS&THE BEYOND ALL REV TRST • • • • • • • • • • • • • 2010 NW 94'"Avenue 10050 NE 12 AVE • • •• • • • • • MIAMI SHORES,FL 33138 • •• • • • • ••• • Doral,FL 33172 • • • • • • • • Tel:305.594.3819 •• ••• .. • • • •• Fdlo ID: 11-3205-019-0370 Fax:305.591.2464 Legal: MIAMI SHORES SEC 8 REV PB 43-67 LOT 16&E5FT OF LOT 15 BLK CC.000011303,SP2&SP55 177 LOT SIZE IRREGULAR OR 13310-33105871 ••• • •• • Garage Door Location&Size SIZE FSCM NO DWG NO REV • % • % • • •• ••• • ••• • • • August 7,2015 [SCALE 3/16"=V-0" SHEET 1 OF 1 �r y� N-- '+Y �"� ei too 5 IC ,I .&+ _ e F y ' a M IAMDADE MIAMI-DADS COUNTY 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.mlamidade.eov/ecdnomv Raynor Garage Doors 1101 East River Road,P.O.Box 448 Dixon,EL 61021 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 AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke thi'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:TradeMark Steel Sectional Garage Door up to 16'-0"Wide APPROVAL DOCUMENT:Drawing No.P-3307,titled"Spec,Wind Load TradeMark',sheets 1 through 3 of 3,dated 10/23/2009,with revision B dated 06/16/2010,prepared by manuf�turer,signed and sealed by Richard A.Baumann,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. 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,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'•ji=lg track, bottom angle,or inner surface of a panel. • • • 0909:0 RENEWAL of this NOA shall be considered after a renewal application has been Filed and theje*Dis been•••„• ...... no change in the applicable building code negatively affecting the performance ofA19Wpduct. TERMINATION of this NOA will occur after the expiration date or if there has�ecrus revisipp gl change• • in the materials,use,and/or manufacture of the product or process.Misuse of this MIT as an ehdorsemeiit of:••• any product,for sales,advertising or any other purposes shall automatically termiAa"t&UL NOA*F*il6 to ••••• 00 comply with any section of this NOA shall be cause for termination and removal XNbA. • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Cdunty,florid&sand followed•• • by the expiration date may be displayed in advertising literature. If any portion Pthe.NQA is displayed,thp>J...: it shall be done in its entirety. P •• • .' 0'e • • 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#12-0517.15 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.15-0721.07 MIAMMADE COUNTY Expiration Date:October 20,2020 Approval Date: September 10,2015 /Q f1v s Page 1 Raynor Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS "Submitted under NOA#10-0420.03" 1. Drawing No.P-3307,titled"Spec,Wind Load.TradeMark",sheets 1 through 3 of 3, dated 10/23/2009,with revision B dated 06/16/2010,prepared by the manufacturer, signed and sealed by Richard A.Baumann,P.E. B. TESTS "Submitted under NOA#I0-0420.03" 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of 16'x 7' TradeMark Sectional Steel Garage Doors,prepared by Hurricane Test Laboratory,LLC,Test Report No. G493-1101.-09;dated 02/03/2010,signed and sealed by Vinu J.Abraham, P.E. 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 Along with marked-up drawings and installation diagram of a 12'x 7' TradeMark Sectional Steel Garage Door,prepared by Hurricane Test Laboratory,LLC,Test Report No. G493-1201-09,dated 02/03/2010,signed and sealed by Vinu J. Abraham, P.E. 3. Test reports on l)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of 9'x 7' TradeMark Sectional Steel Garage Doors,prepared by Hurricane Test Laboratory,LtC.2est � 0000.. Report No. G493-1101-09,dated 02/03/2010,signed and sealed 1; VinuAbraham • P.E. •. %0000 0000.. 0000 0000.. 4. Test report on Forced Entry Resistance Test,per FBC 24113 Z1;TAS 202-94 of two • .. (one TradeMark and one Showcase) 16'x 7' Sectional Garage•Dm-k,prepg;qct 0000 by • Hurricane Test Laboratory,LLC,Test Report No.G493-0706-IV,0lated 0'8/10/2010, •• signed and sealed by Vinu J.Abraham,P.E. 00:00: 0•• .. 00 .. 0. 000000 5. Test report on Tensile Test per ASTM E8,of steel sheet,prepaed by Certified Testing Laboratories,Test Report No.0037T,dated 01/20/2010,signed and-seale tynamesir••:• PatelP.E. . . ' 0000.. b. Test reporton Salt Spray per ASTM B1,17 of painted G40 galvanized painjec +el, • prepared by Wendler Engineering Services,Inc.,dated 04/12/2010,signed and sealed by Richard A. Baumann,P.E. � X15 Carlos M.Utrera,P.E. Product Control Examiner NOA No.15-0721.07 Expiration Date:October 20,2020 Approval Date:September 10,2015 E-1 Raynor Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA#10-0420.03" 1. Jamb attachment verification calculations,prepared by Wendler Engineering Services, Inc.,dated 04/13/2010,signed and sealed by Richard A.Baumann,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1." None. F. STATEMENTS 1. Statement letter of code conformance to the 51'edition(2014)FBC and of no financial interest issued by Wendler Engineering Services,Inc.,dated 07/01/2015,signed and sealed by Richard A. Baumann,P.E. "Submitted tinder NOA#12-0517.1 S" 2. Statement letter of code conformance to 2010 FBC,issued by Wendler Engineering Services, Inc., dated 05/14/2012,signed and sealed by Richard A.Baumann,P.E. "Submitted under NOA #10-0420.03" 3. Statement letter of code conformance with FBC 2007,issued by Wendler Engineering Services,Inc.,dated 04112/2010,signed and sealed by Richard A,,Baumpn, E. •••••• 4. Statement letter of no financial interest issued by Wendler Edgirfeeling S%Ares,Inc., dated 04/12/2010,signed and sealed by Richard A.Baumam?,•P.f.• see-6 6 6.6 6 6.0000 • :9600: . 6 666.. 000. . . 0 6666.. 6666 . .6666 6666 6666 6666.. 666666 666666 . . 6666.. .. 6 666 0 Vis Carlos M.Utrera,P.E. Product Control Examiner NOA No.15-0721.07 Expiration Date:October 20,2020 Approval Date:September 10,2015 E-2 PKOI)Uc gEVL3IFnBL CKING PERIMETER SEAL !R;otridll STEEL SECTION 2.118'x a-t!r NAILED B'O.C.WITH .oJ` TRADEMfWK.023 THICK G eALVANWEDSTEEL TYPICAL EACH 4d STEEL NAILS M imVbim wkk 1$0 IlaildlBg cook WITH AN EPDXY PRIMER AND BAKED ON POLYESTER ENO OF EACH Cbds ACCCplpm N*�5' .I� PUNISH WHICW 18 BOLI FORMED WITH WOOD GRAIN SECTION D �+ ani TEXTURE ANDSTAMPEDVATHEMBOSSEDORFLUSH o ,o oo 0. °o AEOlVf3I1ClP(o l 7 •o'I 'a JPANELS. MINIMUM YIELD07RENOTH 36`140 PSI ENOSTILE 12'OR IV RADIUS TOXLOCKED eaoeg'o• 'oo.e Y TO SECTION IVuBIrii OSittcl ChY1Sf0I JAMB ANGLE SEE DETAIL ON Ay ONE(1)REQ'D PERVERTICAL CENTERSTI1,6 8HT3 mEi L TRACK.ATTACH WITH(3)HEX TOX LOCKED AND HEAD LAG SCREWS GLUED TO PANEL SEF OETAIL L,IAMBS REMAINING BRACKETS ONSHT 3 2X6 Y2 DOU4LA3 FlRORBETTER 18 0.C.MAXIMUM WOOD JAMB SEE SHT 2 FOR ATTACHMENT HEXHEADLAOSCREW (2 PER BRACKET,SEE DETAIL 0 SHT3 2V TRACK BRACKET SHOWN, TOP FULL ANGLE OPTIONAL SECTION SEE DETAIL ON SHT 3 TRACKBOLTIWHIZLOCK NUT TRACK CENTER HINGE RETAINING NUT DOUBLE EDGE HINGE SEE OETAIL ON SHT 3 14' SHEETMETALSCREW SEE DETAIL ON SHT3 7138 PUSH ON 8EEDETAILONSHT 3 BRACKETS TRACKROLLER (3)REM SECTION B-9 3' PER RETAINING NUT(1) STEEL BOX STRUT SEE DETAIL ON SHT 3 INTERMEDIATE TOP FIXTURE REQUIRED PER ROLLER SEE DETA6.ON SHT 3 SECTION SEE DETAIL ON 8HT 3 TRACK V SHOWN,W OPTIONAL 12' 0 0 $EE DETAIL ON SHT 3 .L__ 0 0 • • 0000•• TOP SHEET METALSCREW • • • •••••• TYPICAL TRACK INSTALLATION FIXTURE (6)REVOPERHINGE • • • • SPRING COUNTERBALANCE •• • •••••• •• NORMAL HEADROOMTRACK SHOWN,LOW SPRING WIRE INDIVIDUALLY •••••• •••• •••••• HEADROOM,LIFT CLEARANCE AND VERTICAL LIFT END STILE CALCULATEOTO • TRACKAVAILAW E COUNTERBALANCE DOOR. •••••• • • • BOX STRUT TOP FIXTURE DETAIL QUANTITY AND SIZE OF SPRING p Q •••• • • :•••• WILL VARY BASED ON DOOR SIZE• • • •••••• 0000 • 0000• •0060• • • 0000• • • • • • 09 00 0 099:0 EDGE •••••• • • y D� TOP FIXTURE HINGE EDGE HINGE DETAIL • • • 0•••0• ••09:6 ME DETAIL ON SHT 3 9 DOOR HEIGHT • . • •••••• STEL REINFORCEMENT •• • • ••• • • 7'.p HIGH ONE(1)BOXSTRUT PER SHOWN SECTION,FASTENEO TO ALL DOORS TESTED PER TAS 202 OTHER DOOR GENTER AND END STILEB FOR STA110 AIR PRESSURE HEIGHTS INTERMEDIATE AVAI ABLE UP SCREWRAT EACH STILE EET METAL TESTED PER TAS 201 AND TAS - SECTION TO O'USING 203 FOR LARGE MISSILE IMPACT 18'OR21"HIGH AND CYCLIC WIND PRE SECTIONS RMRIORLO BOTTOM TWO SECTION LO �� DOOR WIDTH DESIGN LOAD X00 9'-0" ((2j REQM PER SCREW a a� '°�:° .� 10'-0° +USA -65.1 ROLLERCARRUER ���41F�fIG(AR a 11'-0° +8$.4 -$b.i ROLLER CARRIER 4 e D ° i i i i { i 12'-0' +56A -65.1 TOP IN NCA-R..�TI� A 13'-0` +46.0 -52.0 ,$� 'Q' 14'-0" +45.0 -82.0 °RE�Ij9U2tFL �fi DOOR WIDTH-16'WIDESHOWN ib'-0" -+46.0 -52.0 RAOAL OSEE SHE2FOROTHERORWDTHS •� +46.0 -b2.0R8ETTAINER $sHTT3 L o -��d-�s q°` °n°@ INTERIOR ELEVATION LARGE MISSILE IMPACT RESISTANT 0 `� •�''" �..+h "..• eWe NONE nh&. SECTION A A O O NAM OM 0.MWORD SPHC,WINDLOAb TRADEAUwIc 4 SECTION HIGH DOOR SHOWN y'�' •�'�I e a�rQRnROWonoN oiorat 01e116 Imomm o.wtoswNo ROLLERGARRIERaETAIL A uarlA vlifil.pm IN= larlw89 1+auaafw�aaam erwct asr pmNo. P-3307 n - FLY. u�trur�i E00 patE eco: 6807.0{ 1 W 3 p 3 CENTER STILES NO LOAD FROM WIND APPLIED 8'AND 8'WIDE TO HORIZONTAL MEMBER FASTENERS TO TI R EPAST HEADPR{DI1(`Iti Remm 4 CENTER STILES '6 1 f 1 dw F1o" 1a'A'ND fl-WiM 9wmws CO& 15. ZR °07 Etepflrrtioa ZD Ay - b CENTER STILES OPE,IING ° ° Pftx}itct CcxMrTt IV AND 13'WIDE HEIGHT 2X602 0OUGLAS HR OR BETTER WOOD BUCK.SEE ° MA)MMONCENTERSPACIW CHARTFORDUCK IN ATTACHMENT'TO STRUCTURE ° PRODUCTREVURD a CENTER STILES ° so0XVIYjn$v t the pk rma IV AND 15'WID$ $ddlding ° i•••i• FIRST FASTENER W ABOVE THE FLOOR OPENING IVY IiCt •••i•• • • • ••••'•s 7 CENTERSTILES WIDTH •••• • • • • 16'WIDE s • 0000•• 0000 • 0000• CENTER STILE LAYOUT 00.00. . . •;;••• INTERIORVIEW • • • • - •• •• •• •• 0000•• • fey �••�•� •0 JAMB ATTACHMENT NOTES Awwadift"m •0.000 1. 114" DIAMETER 3AER ANCHORS REQUIRE S R MIN. E*J STEEL WASHER, a ••• • :0409: COLONIAL 2 5116"AND 3/S°DIAMETER FASTENERS REQUIRE 718 MIN OA.STEEL WASHER. ,• • • ..• • • PANEL 3. MAXIMUM POSITIVE LOAD PER JAMB =(16'X46 ASF)12=$60 LBS PER FOOT • • • 4. MAXIMUM NEGATIVE LOAD PER JAMB-(16'X 62 PSF)12 0 416 LBS PER FOOT. Sy •0 • 6. DESIGN OF THE SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBLiTY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOADS LISTED IN NOTE83AND4. gfgl14l1P9lPpai ' CARRWaE HDug aq (� �• � Ade TER IL T E R MAIW1&uI1M M9dMAUM EDGE ALLOWABLE - R1AX6VIUMON PANEL ,��°°°j•'ooa•°•(j1 Ro EMBEDMENT . DISTANCE TENSIONLOAO CENTERSPACING Qo,Oc�c',°SLC+ AI S.�Q°`�„+p��p GROUT F9 LED BLOCK $1180 DW X 3114'LONG ITW TAPCON 1314" 4' 487 16.114' 4 �° 3192 PSI CONCRETE 114°DLA X3114'LONG rIW TAPCON 1314' 1' 510 170 C Na 0036469 2899 PSi CONCRETE 5118"DLA X 3$/4•'LONG tLW TAPCON 2114" 18118' 713 23 3]4° RANG-0� � S�.� 240x'PSI CONCRETE 3f8'DTAX3111'POWERSTUDANCHOR 1618' 17/8' 380 12' PANfIo�; STATE OF a°WA 4000PSIC01iCRETE 3f8•DY1X39t�'POWERSTUDANCHOR 1618' 1718' 570 18* 1 d 1+��'°0���4�I WOOD DOUGLAS FIR(G=-.43) 5118°OVl X S ltd" 1112' 1• 352 11314'• �� 1S oeeo•sA=w1Cz0 WOOD SYP(Oa�55) 5116'DIA.X 3112° 1 Vd' 1' 480 16.114° PLAN i j' G S3 r il/t� NONE Tme 001°""`x° P i•�>)�� SPEC.WINOLCAD TRADEMARK PANEL OPTIONS aaa�rren awEOFiBtm i� EXTERIOR VIEW 1fl1 DATE 1Wtx0o NO. P-3307 ° "nom son MTB [40t 680iAf 2•c 3 A ' � Yee+�W�t'loridlr 4.600 1.50 Awept�nw Ng J� 236 1`O1.43 i.50 0 cB ca 0 0 0 o a c 9.33 O Nd hodw[CO t—W • �10.50 ►.ON.� O U HORIZONTAL TRACK ANGLE 281 .086 GALV.STEEL � 0 O 504 286 HORIZONTAL ANLL£ATTACHED WITH 200 O Elis'X314'TRACK BOLT AND WHIT NUT O t7 7.49 3'TRACK BRACKET J i8 OALVISTEEL 2.72 O 2.61 259 4,10 CENTER HINGE 150 045 GAIV.STEEL O STEEL DOX STRUT DETAIL t 20 dA.(•035'MIN)GALVA"'ED H[GH TENSILE STEEL O O EDGE HINGE 50 KSI MINIPAUM YIELD 08S GALV.STEEL 0 S ET METAL3CREVI CENTER STILE 4'08 2.36 3.00 O 9A4 18.60 (4� EQ'DPERHINGB O CENTER O O .75'x.25 THICK 0141 HINGE 4'TRACK BRACKET t e SLIOEIOCK AiSGALV STEEL 0•43_ 44 TRACK ROLLER j— d4 ' o CASE.O88GALV.STEEL • • PRCDUCT v ,2'S }'1 0 •• • •••• • wOawykie"m Nib 444 O 0 •••••• �••••� ••••i• O T]2- ACOMUM i�i0a� 0 : f�-158 .20 I O 1.83ASTRAGALRETAINER 2.28 9 • • •••••• .099 ALUMINUM I •••• • •••• CENTER HINGE R.2a • • • • • • • a••••• • • ••••• emw2•SB 2.82 •• •• •• •• •••••• DETAIL ROLLER CARRIER TOP FIXTURE 116 O TO STEEL TRACK 1.8o I ATTACHED TO TOP FDCfURE WITH .03B GALV.STEEL JAMB ANGLE: �•���� � � .086 GALV.STEEL (2)TRACK BOLTS AND WHIZ NUTS .078 GALV.STEEL i i s • ••••i• SHEET METAL TRACK 2 3S 0.80 •••••• SCREW }• 244 0,42 �••• i • ••• is•••. (4)REGI} 2.7d 04`t I4. {•+ 3!4" • •• i s181'Ix41/2,'x OW O U 1 a ° LOCKBAR �• • s d 3.86 314"X114' e e Q I 0 atIV TRACK BOLTINA•IM NUT - R�!ool ,• 0.69-9 TR2.75 1121; • t ROLLER CARRIERRETAINWG NUT TRACKBOLT ° 0�0 e•°eL, �'5 EIGHT ° SECTION HEIGHT ro p A66 GALV.STEEL 1n• 1314' No 003(3469 � �• t sa s2 fire ° o a I �. 46 END STILE -►{ ° 6f6 AAt IUM ° � 0 114• � 03 6IiS INTERIOR LOCK:��: e a 0>"TAIL ,. STATE OP p ° 2.00 "'o °° A% . r ° JAMBANOHEADERSAA FOAMEDPVC WITH FLEXIBLE PV CFLP40L SHEET METAL SCREW HEX HEAD LAG SCREW A�fdTOdM00 wNb ... Date �� SC 6` 4p yets ,j.,,• •."eENrERGTILE END STILE w Q 1,?� ;�•r" AM GALV.STEEL .043 GAIN•STEEL SUM NONE m�R ortWlNer:a.WERMNo SPEC.WlNDLOADTRADEMARK u,EMoen a vrsosxwa MAYNC, DAIWOMM naFAVOMI'MD •IEBT RRA ne,. ossa xw Soo DAIS *a W7,0+ oaa+ua�i No. P-3307 Sofa I B