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WS-15-698 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-238813 Permit Number: WS-3-15-698 Inspection Date: July 13, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ROGERS, SHAUN D & NADINE M DAVE Work Classification: Door Replacement Job Address: 121 NE 100 Street Miami Shores, FL Phone Number (305)756-7345 Parcel Number 1132060132040 Project: <NONE> Contractor: VINTAGE WINDOWS CORPORATION Phone: (786)210-3830 Building Department Comments INSTALLATION OF 3 IMPACT DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-231160. Need doors trim removed to inspect attachment with tap cons Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 July 13, 2015 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-238812 Permit Number: WS-3-15-698 Scheduled Inspection Date: July 13, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Window and Door Buck Owner: ROGERS, SHAUN D& NADINE M DAVE Work Classification: Door Replacement Job Address: 121 NE 100 Street Miami Shores, FL Phone Number (305)756-7345 Parcel Number 1132060132040 Project: <NONE> Contractor: VINTAGE WINDOWS CORPORATION Phone: (786)210-3830 Building Department Comments INSTALLATION OF 3 IMPACT DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Q Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 10,2015 For Inspections please call: (305)762-4949 Page 24 of 24 t, 5,0 wsr Miami Shores Village Penh 10050 N.E.2nd Avenue NE .,.. ..,. Work C lasstCalln ojR 8C8 t Miami Shores,FL 3313&0000 n Phone: (305)795-2204 fi sus. A FCORtDp 4 Ex p iration: 09/30/2015 Issue T Project Address Parcel Number Applicant L121 NE 100 Street 1132060132040 SHAUN D&NADINE M DAVE RC Miami Shores, FL Block: Lot: Owner Information Address Phone _ Cell ISHAUN D& NADINE M DAVE ROGERS 121 NE 100 Street (305)756-7345 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 26,000.00 VINTAGE WINDOWS CORPORATION (786)210-3830 Total Sq Feet: 00 Type of Work: Available Inspections: No of Openings:3 Inspection Type: Additional Info: Final Classification: Residential Review Building Scanning:4 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $15.60 DBPR Fee Invoice# WS-3-15-54965 $2.00 03/27/2015 Check#:2970 $ 50.00 $137.60 DCA Fee $2.00 Education Surcharge $5.20 04/03/2015 Check#:2975 $ 137.60 $0.00 Permit Fee $130.00 Scanning Fee $12.00 Technology Fee $20.80 Total: $187.60 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 AFFIDAVIT: I certify that all th re ing information is accurate and that all work will be done in compliance with all applicable laws regulating construction z g. Futhermore I uth rize t e above-named contractor to do the work stated. April 03, 2015 Authorized Signatur ner / Applicant / Contractor / Agent Date Building Department Copy April 03, 2015 1 , `6 o CERTIFICATE OF LIABILITY INSURANCE D /DDM YY) � 4//1/2.1/2 015 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 Monica Cavaioli Floridian Coastline Group PHONE (954)302-4531 FAX (954)692-3941 2450 E Commercial Blvd AE-MRLE .monica@floridiancoastline.com Suite 203 INSURERS AFFORDING COVERAGE NAIC# Ft Lauderdale FL 33308 INSURERAARCH SpecialtV Insurance CO 21199 INSURED INSURER B: Vintage Windows Corp INSURERC: 2885 SW 69th CT INSURER D: MIAMI FL 33155 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER.CL126401134 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 LTR TYPE OF INSURANCE WVQPOLICY NUMBER MO POLICY EFF POLICY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE T RENTED PREMISES(Ea E oc rr nce $ 100,000 A CLAIMS-MADE a OCCUR X NGLOO1149500 4/02/2015 4/02/2016 MED EXP(Any one person) $ 5,000 X DED $500 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident H $ UMBRELLA LIABOCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATIONWC STATU- OTH- AND EMPLOYERS'LIABILITY �,/N ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION F I'! O OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) SCC131151339 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Bldg. Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE J Carlos Cruz/MONICA ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 r2ninnst m Tho ACnOn name nnel Inn^—ronicfororl marirc of ACr1Rrl Miami Shores Village Building Department MAR 27 2015 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 �— Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC ZO 0 BUILDING Master Permit No.ws I '5 , A9 U 4 PERMIT APPLICATION Sub Permit No. ©BUILDING ❑ ELECTRIC 7 ROOFING REVISION E] EXTENSION RENEWAL PLUMBING 7 MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: l Ar lyy > 7, City: Miami Shores County: Miami Dade zip: 33/ 39- 2 3/6 Folio/Parcel#: //- 32 061- O/3- oPdS/O Is the Building Historically Designated:Yes NO Occupancy Type:� i�6Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):91Wua h4dLAe �• �u. shone#: Address: 121 09 100 S_( - r City: (` ckL&i sores State: P L zip: Tenant/Lessee Name: N)Z A Phone#: Email: \ � a2 nn '' TlD �icN 30S-10S -0q-V [ CONTRACTOR:Company Name: � w� 1� wS J �- Phone#: Address: 2961 s c-0 B 4/� 02- City: 2City: State: L Zip: 3 3l S Qualifier Name: a �e_�z Phone#: 30S-9iG$-3089 State Certification or Registration#: Sec 3��5/3 3 9 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �p_�1111C� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ //Alteration New ® Repair/Replace ❑ Demolition Description of Work: .1/1 Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 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 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 approved and a reinspection fee will be charged. Signature 5%gnatwse OWNER or AGENT / CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instru �nt/Jwas acknowledged before me this c� day of d ,20 if S by day of Af a rdL 20 /,S' by / who is personally known to 1V P� l A0— A.) who is personally knawn to me or who h produced as me or who has produced as identificatio d wqo di tal an oath. id ntific ion and did take an oath. NOTAR PUB I NO ARY UBLIC: Sign: Sign: ' Print: Print: ILAGROS J.ALVAREZ z?`" . Seal: � = mal. =�: MYCOMMISSION+s E':'.5558 :,; r_ MY COMMISSION N EE 135558 015 EXPIRES:Osoe:is 3,2 b EXPIRES:October 3,2015 ` Bonded Thru Notary P;.;;!sc e;npervYi ers "r Bonded Thru Notary Public Underwriters APPROVED BY Plans Examiner Zoning (�� I_ `n Structural Review (�� /Clerk (Revised02/24/2014) �Vwvw-� 1 cykcY Wm-S � Z-��(��/ of e( e7t,� as ALV C.V<t\ No P6 G- pQO1)inI ve"U�� ��d�/c S RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY ...._.,... STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD x �!==31151339 The GLASS AND GLAZING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 as a FERN,ALEX DANIEL VINTAGE WINDOWS CORPORATION 2867 SW 69TH COURT MIAMI, FL 33166 • ISSUED: 08/17/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1408170003675 001877 Local Business Tax receipt Miami--Dade County, State of Florida THIS 1s NOTA BILL DO NOTPAY 6722046 LBT BusftaEISS,MAu ISILOC l VIOLA ASCIIIJPTAIO. EXPIRES VINTAGE WINDOWS CORPORATION 11IM14 9WAL SEPTEMBER 30, 2015 2867 SW 69 CT 8"53" Must be displayed at place of business MIAMI FL 33155 Pursuant to County Code Chapter 8A-Art:9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED VINTAGE WINDOWS CORPORATION 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) 1 SCC131151339 $75.00 07/15/2014 ECHECK-14-139764 This Loost Business Tax Receipt only ceafirms payment of the Local Business Tax.The Receipt is not a lice, permit,or a ce till"fien,of the ho)Ws qualification,to do business.Holder mast compiywith any governmoulal or mwifevernmermal regulatory laws and requirements which apply to the buwnen. The RECSPT R&above must be displayed an all commercial vehicles+Mismi*6edo Code Sac 8a-VS. Formers information,visit ACOO® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 1 3/24/2015 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: 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 CONTACT NAME• Monica. Cavaioli Floridian Coastline Group PHONE (954)302-4531 FAC 0.(954)692-3941 2450 E Commercial Blvd EMILADDRESS.monica@floridiancoastline.com Suite 203 INSURERS AFFORDING COVERAGE NAIC# Ft Lauderdale FL 33308 INSURERAARCH Specialty Insurance CO 21199 INSURED INSURER B Vintage Windows Corp INSURER C; 2885 SW 69th CT INSURER D: MIAMI FL 33155 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:CL126401134 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 TYPE OF INSURANCE ADDLISUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MMIDD/ GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence) $ 100,000 A CLAIMS-MADE a OCCUR X XGLOO1149500 4/02/2014 4/02/2015 MED EXP(Any one person) $ 5,000 X DED $500 PERSONAL B ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO- jECT F7 LOC $ AUTOMOBILELIABILITY MBINED SINGLELIMIT Ea a_.,.nt ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATIONWC STATU- OTH- AND EMPLOYERS'LIABILITY Y/NTS1 ANY PROPRIETOR/PARTNER/EXECUTIVE E,L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) SCC131151339 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Bldg. Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE J Carlos Cruz/MONICA3--- ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 mmnn5i m Tha AnnRrl name anA Inn^aro mniefarari ma'ire of AelnRn DATE(MMIDD/YYYY) ACo CERTIFICATE OF LIABILITY INSURANCE 1 03/24/2015 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: 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 CONTACT NAME: Automatic Data Processing Insurance Agency,Inc. vc°No Ext): AAic No): 1 Adp Boulevard ADDARESS: Roseland,NJ 07068 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: Bridgefield Employers Insurance Company 10701 INSURED INSURER B VINTAGE WINDOWS CORP INSURERC: 2885 Sw 69th Ct Miami,FL 33155 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 325800 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 TYPE OF INSURANCE ODI POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE EJ OCCUR PREMISES Ea occurrence $ MED EXP(Arty one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑ PRO- ❑ JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY (COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Peraccident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION XER 0TH- AND EMPLOYERS'LIABILITY YIN N STATUTE ER A ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? ❑Y N/A N 0830-48985 09/15/2014 09/15/2015 (Mandatory in NH) E L.DISEASE-EA EMPLOYEE $ 1,000,000 Ifyes describe under 1 000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ + +000 I DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached N more space is required) Job Reference:SCC131151339 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Bldg.Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami,FL 33138 AUTHORIZED REPRESENTATIVE -)( ��--),L-- A@ 1988-2014 -),L -A©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ROGERS RESIDENCE 121 NE 100 ST i 7 y U) I m f -1 D 7 D c F C° 1 3. Single French Door z w/(2)Sidelites CD ^ FD.37 7/16"x 84 3/4" SL.37 7/16"x 84 3/4" 65/-72 NOA 12-0913.06 DINING ROOM CID N O_ C.SI •• ••• • • • • •• LOGGIA 2. Single French Door 37 7/16"x 84 3/4" 65/-72 . . NOA 12-0913.06 • • ... . ..• ... . 1. Single French Door. w/(2)Sidelites FD. 37 7/16"x 84 3/4" .•. .•. • • SL.37 7/16'x 84 3/4" ; ; ;•; 65/-72 • • • • • . .. •. • . • •. .• NOA 12-0913.06 ••• • • ••• • . . .... ...... s ...... .. .. ...... j® ® •••••• • • • a Specialty Engineering Consultants,Inc. s.r Wind Velockes in South Florida •••• •• • •••••• a S 1599 SW 30 Avenue,Suite#20 ' Boynton Beach,FL 334326 �_a' Dade B Palm Ik-'h 1 • • • • RU Cat 1 165 I56 156 Low nsk to human f >h•Ja •• • • •• ••••• a a FL CA#009217 Risk Cat.2 175 17(1 1711 Sm le Famil R -J • 5 ••••• ••• • ••••• .s .: Riak Cat.3&4 IN6 Igo 1811 Essential F-ilitiexfe ff. q h (CCP Cup • • • Intstuctions and limitations of Use • 1 1 Charts provide wind Pressures-la on the mean roof height.And shall not exceed 60'-0". •0000• • • 2 D n pressures are for an enclosed zi indi shutters or other impact resistance proteefion required). • • • • V(mph) 175 1620 FBC for HVDZ.,or Fig.26.5-1a 3 User shall determine the mean roof he ht, Eave he hl+Root Peak 2. • • • *see Risk Category 11 'fable L5-1,page 2 4 End zone distances the lessor of 10%of len th 10%of widN,or 40%of the mean roof he'ht and not less than 3'-0' Esp- C Section 26.7 5 If 50%o(a com nen'is in a articular zone then that com onent is considered to be in zone with the mato of the area.if uestionable then ace in Zone • Kd 0.85 'fable 26.6-1,page 250 6 Each com rent,window,door mullion has a tribute area that is area to be used.Area of com nents o rounded down but shall not be less than 10 sL •••• Kzl 1 Figure 268-1,page 252 7 For NON that r I"in,a Kd=1.0 then multi I the values listed herein b I A8. • GCpi 0.I8 -(1.18 0.55 8 Wind ressures era based on Allowable stress design. •• • pitch of roof 3/12 14 n&eg- 9 DeMnsures listed herein are valid for Ex sures I and C and.-P.- sure D. max roof he'M 30' theta 14.0&agrees 10 Charts and values listed herein are on valid when Z red dated,and sealed b Ga McDou le PE#56214 or Mark LeBlanc PE#35683 11 Wind deli n ressures are calculated in accordance with ASCE 7-10,Method 2 12 No reductions taken for slo es less than 10 d rees. Area of amt went Arca of com rent Arca of com-1 Arca fe,vnpraicnat Area ofconaponent Arca of com onent q36.736,7 mF_36.7 om ant Area of eom rent Area of com nerd Area of com wtent 10,04 IS.0'f 200at 250sf 300af 35.0A .04 500sf 550sf 60,0sf Mean Roof I lei•I Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 e 5 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 .7 36.2 35.8 35.8 35.4 35.4 35.0 35.0 IS -43.4 -53.6 -42.2 -51.3 -41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 -48.3 .5 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -445 40.6 40.6 39.3 39.3 38.9 389 38.4 38.4 38.0 38.0 37.6 37.6 .2 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -544 -42.8 -52.0 -42.4 -51.3 -42.0 -50.5 -41.6 -49.7 -41.1 -48.9 .2 -47.4 -39.9 46.6 -39.5 -45.8 -39.1 -45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 -43.4 -52.7 -42.9 -51.9 -42.5 -51.1 -42.1 -50.4 -41.7 -49.6 -41.3 -48.8 -40.8 -48.0 -40.4 -47.2 40.0 -46.4 -39.6 -452- 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -53.3 -43.5 -52.6 -43.0 -51.8 -42.6 -510 -42.2 -50.2 -41.8 -49.4 -41.3 -48.6 40.9 -47.8 -40.5 47.0 -40.1 46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 -45.7 -56.4 -44.4 -54.0 -43.9 -53.2 -43.5 -52.4 43.1 -51.5 -42.7 -50.7 -42.2 -49.9 -41.8 49.1 -41.4 -48.3 -41.0 -47.5 -40.5 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.5 -44.4 -53.7 44.0 -52.9 -43.6 -52.1 -43.1 -51.3 42.7 -50.5 -42.3 -49.7 41.8 -48.9 -41.4 -48.1 -41.0 -47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 3&0 38.0 37.5 37.5 21 -46.6 -57.6 -45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 43.6 -51.8 43.1 -51.0 -42.7 -50.2 -42.3 -49.4 -41.8 -48.5 -41.4 -47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 -45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 -53.2 44.0 -52.3 -43.6 -51.5 -43.1 -50.7 -42.7 49.9 -42.2 -49.0 -41.8 -48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 -47.5 -58.7 -46.2 -56.2 -45.8 -55.3 -45.3 -54.5 44.9 -53.7 44.4 -52.8 -44.0 -52.0 -43.5 -51.2 43.1 -50.3 -42.6 49.5 -42.2 -48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -4&0 -59.2 -46.6 -56.7 -46.2 -55.8 -45.7 -55.0 -45.3 -54.1 -44.8 -53.3 44.4 -52.5 -43.9 -51.6 43.5 -50.8 43.0 -49.9 -42.6 -49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 -48.4 -59.7 -47.0 -57.2 46.6 -56.3 46.1 -55.5 -45.7 -54.6 -45.2 -53.8 -44.7 -52.9 44.3 -52.1 43.8 -51.2 -43.4 -50.4 -42.9 -49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 -48.8 -60.2 -47.4 -57.6 -47.0 -56.8 -46.5 -55.9 -46.0 -55.1 -45.6 -54.2 45.1 -53.4 -44.7 -52.5 -44.2 -51.6 -43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 -47.3 -57.2 -46.9 -56.4 46.4 -55.5 -45.9 -54.6 -45.5 -53.8 -45.0 -52.9 -44.6 -52.0 -44.1 -51.2 -43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4,, 3A919 39.9 28 49.5 -61.2 -48.2 -58.5 -47.7 -57.7 -47.2 -56.8 -46.8 -55.9 -46.3 -55.1 -45.8 -54.2 -45.4 -53.3 -44.9 -52.4 -44.4 -.:41`.6" -�-44.0; t-§03 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.-A": -'�`-46:2:.1: Z.41 29 -49.9 -61.6 -48.5 -59.0 -48.0 -58.1 4Z6 -57.2 47.1 -56.3 -46,6 -55.5 -46.2 -54.6 -45.7 -53.7 45.2 -52.8 -44.8 '-510, "=51.1 i 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 41&9 •40 - 'd0.i- X0.5 30 -50.3 -62.1 -48.9 -59.4 -48.4 -58.5 -47.9 -57.6 -47.4 -56.8 47.0 -55.9 46.5 -55.0 -46.0 -54.1 -45.6 -53.2 -45.1 52.3 -44,6 A -SiA `.• R -.O JCC �s 2: AMM MIAMI—DADE COUNTY,FLORIDA ( I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Marvin Windows and Doors Highway 11 West P.O.Box 100 Warroad,MN 56763-0100 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 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: Series"French Stormplus IZ4"8 ft.Aluminum Clad Wood Outswing Glazed Door—L.M.I. APPROVAL DOCUMENT: Drawing No. 1487, "8 Ft. Aluminum Clad Out—Swing Wood Impact Doors", sheets I through 11 of 11, prepared by W. W. Schaefer Engineering & Consulting, P. A., dated 08/17/06 and latest revision `Bl", dated 09/11/12, signed and sealed by Warren W. Schaefer, P. E., bearing the Miami—Dade County Product Control Section 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: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials; use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. .00 00: 0 0 . 0 0 .. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturae.ou It's distrilufors. and shall be available for inspection at the job site at the request of the Building Official-•. ••0• 0•0• 00 •. •. ••. This NOA revises NOA No. 11-1026.03 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. 0 000 0 000 0 The submitted documentation was reviewed by Jaime D.Gascon,P.E. 0 0 0 0 . . .. . . . . . . . . 000 *N091%. 12.�0913.a$ .� oI (op.71A1 Expiration Date: May 03,2017 yApprovODate: Dejerplrer"2012f . 0000 :Page . . . . .. .. . . . .. .. ... 0 . . ... . . Marvin Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 06-1228.02) 2. Drawing No. 1487, "8 Ft. Aluminum Clad Out—Swing Wood Impact Doors", sheets 1 through 11 of 11, prepared by W. W. Schaefer Engineering & Consulting, P. A., dated 08/17/06 and latest revision `Bl", dated 09/11/12, signed and sealed by Warren W. Schaefer, P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1, TAS 202-94 along with marked—up drawings and installation diagram of outswing wood door, prepared by Architectural Testing, Inc., Test Report No. ATI--67287.01-201-18, dated 12/01/2006, signed and sealed by Joseph A. Reed,P.E. (Submitted under previous NOA No. 06-1228.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, FBC- 2010 and ANSI/ AAMA/ NWWDA 1001/ I.S.2-97, prepared by W. W. Schafer Engineering & Consulting, P.A., dated 10/17/11, signed and sealed by Warren W. Schaefer,P. E. (Submitted under previous NOA No. 11-1026.03) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Test reports on: 1) Determining Ignition Temperature of Plastic,per ASTM D-1929; 2) Density of Smoke Testing of Fiberglass Reinforced Plastic,per ASTM D-2843; •• 000 •• • . • • • •• along with installation diagram, prepared by SGS U. S. Testing CompahA Int.,:'l:es't Reports No.'s SGS 147520-1, SGS 147520-2, SGS 147520-3 and.�Ge.Ift". , i'ie0;- 10/27/00, signed by Michael S. Elliott. (Submitted under previous NOA No. 06-122&02) Jain;e D.Gaseonp .E.• Product Control 4action,supervisor• N&No. 12--0913.06 Expiration Date: May 03,2017 Approval Date;•Docein peC 24,2OT2 . . . . . E-1 . .... .. . . . . . .. .. . . . .. .. ... . . . ... . . Marvin Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Test reports on: 1) Tensile Properties and Xenon-Arc Weathering Tests of Fiberglass Reinforced Plastic; 2) Flammability Testing of Fiberglass Reinforced Plastic, per ASTM D- 635; 3) Flammability Testing of Geon 06935-3490, per ASTM D-635; 4) Ignition Temperature Testing of Geon 06935-3490, per ASTM D- 2843 and Density of Smoke Testing of Fiberglass Reinforced Plastic. along with marked-up drawings and installation diagram, prepared by Stork/ Twin City Testing Corporation, Inc., Test Reports No.'s TCT 18 0-0758, TCT 18 0-0758.1, TCT 18 04758.2, TCT 18 0-0758.3 and TCT 18 0-0796, dated 10/12, 11/08, 11/09, 11/16, 11/29/2000 and 04/19/2001, signed and sealed by Derrick J. Swanson, P. E. (Submitted under previous NOA No. 06-1228.02) 4. Test reports on: 1) Determining Ignition Temperature of Plastic,per ASTM D-1929; along with installation diagram prepared by Intertek Testing Services NA, Inc., Test Report No.ITS 3119811SAT-001,dated 03/28/2007, signed by Servando Romo. (Submitted under previous NOA No. 06-1228.02) 5. Test reports on: 1) Determining Ignition Temperature of Plastic,per UL 723 substitute to ASTM E-84; along with installation diagram prepared by Underwriters Laboratories, Inc., Test Report No. UL-R11183, dated 01/09/2006, signed by Janet L. Burton. (Submitted under previous NOA No. 06-1228.02) F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 including supplements, FBC-2010 and ANSI/AA.MA/NWWDA 1001/I.S.2-97, prepared by W. W. Schafer Engineering & Consulting, P.A., dated 10/17/11, signed and sealed by Warren W. Schafer,P. E. (Submitted under previous NOA No. 11-1026.03) 2. Statement letter of no financial interest and independence, dated 10/17/11, signed and sealed by Warren W. Schafer, P. E. (Submitted under previous NOA No. 11-1026.03) 3. Laboratory compliance letter for Test Report No. ATI-67287.01-201-18, issued by Stork/ Twin City Testing Corporation, Inc., dated 12/01/06, signed and sealed by Joseph A. Reed, P. E. (Submitted under previous NOA No. 06-1228.02) 4. Laboratory compliance letter for Test Reports No's TCT 18 0-0758 TCT 18 0-0758.1, TCT 18 0-0758.2, TCT 18 0-0758.3 and TCT 18 0-0796, issued by A.rchttectorgl Testih • Inc., dated 10/12, 11/08, 11/09, 11/16, 11/29/00 and 04/19/01, signed•and•sea3ed tixberAcW- J. Swanson, P. E. (Submitted under previous NOA No. 06-1228.02) - • .• ••• • •• aiWe D.GitsloprP.f.•. Product Cogtrol yjectioit&ptVisor;•• ••• NOA No. 12-0913.06 Expiration Date: May 03,2017 Approval Date:•Dtcembes 2b,2012: . ... . .. .. . . . .. .. ... . . . ... . . Marvin Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 5. Laboratory compliance letter for Test Reports No.'s SGS 147520-1, SGS 147520-2, SGS 147520-3 and SGS 147520-4, issued by SGS U. S. Testing Company, Inc., dated 10/27/00, signed by Michael S. Elliott. (Submitted under previous NOA No. 06-1228.02) 6. Laboratory compliance letter for Test Report No. UL-1111183, issued by Underwriters Laboratories, Inc., dated 01/09/06, signed by Janet L. Burton,P. E. (Submitted under previous NOA No. 06-1228.02) 7. Laboratory compliance letter for Test Report No. ITS-3119811SAT-001, issued by Intertek Testing Services NA, Inc., dated 03/28/07, signed by Servando Romo. (Submitted under previous NOA No. 06-4228.02) G. OTHERS 1. Notice of Acceptance No. 11-1026.03, issued to Marvin Windows and Doors for their Series "French Storm Plus I—Z4 8'4" Aluminum Clad Wood Outswing Glazed Doors —L.M.I.", approved on 12/22/11 and expiring on 05/03/17. .. ... . . . . . .. . .. . . . . ... . Jaime D.Gascony .E. Product Conrtrol�etioq 5upjryiser.- •••NOA NO t2-0913.06••• • Expiration Date: May 03,2017 Approval DaW Xecembes 20,2012. E-3 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . . . .... ...... ...... .. .. ...... .. ARE.. . . . CAME MlY TRjl Br 1. THESE DOOR SYSTEMS HAVE BEEN TESTED,ANALYZED& 72 5/8" MAX. FRAME WIDTH (F.W.) STRIKE REINFORCEMENT /oa ��oF•V�rr oTUSEDHTR�inooASAMBLY l.•r r APPROVED FDR DESIGN PRESSURES NOT TO EXCEED THOSE Iwe SHOWN IN THE ALLOWABLE DESIGN PRESSURE T 4 STRIKE REINFORCEMENT SCREWS SCREWS INTO Be I/SmsiRNRAAonrL AAO/oaNwvL Nr�•IDva iy• • T L OPEMM;S•BUCIONG&BUCKING FASTENERS ML�A'TSBE INTO SUBSTRATE (2 PER STRIKE). SUBSTRATE (2 PER ARr'aoouct war P�oouceO ttlE uAHUFA�uR[R TO THE PROPERLY &I+ErnLLED To TRANSFER AILD LOADS SEE "FRAME ANCHOR REQUIREMENTS STRIKE). SEE "FRAME • • • • • 3. ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE TABLE" ON THIS SHEET FOR SCREW ANCHOR REQUIREMENTS •• •• •• • WITH THESE DRAWINGS&SHALL NOT VARY UNLESS REQUIREMENTS. TABLE" ON THIS SHEET SPECIFICALLY MENRONED ON THE DRAWINGS. SPECIFIED •••••• • ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL 6' 6' FOR SCREW 37 7/16" MAX. • • • s' FRNSH OR STUCCO. 6" MAX. 6' MAX. RE IRE • • • • • 4. THE DETAILS&SPECIFICATIONS SHOWN HEREIN REPRESENT . MAX. QU MENTS. FRAME WIDTH •••••• THE PRODUCTS TESTED&PROPOSED FOR WATER.AIL.BNPAcr, A SEE CORNER DEVILS (F.W.) • • • CYCLIC&UNIFORM STATIC AIR PRESSURE TFSIDD IN 4 ON SHEETS 8 &9 6 • • u • CONFORMANCE WITH THE FLORIDA BUILDING CODE PROTOCALS KE A • CORNER TAS-201.202&203 FOR LARGE MISSILE IMPACT DOORS. / PIATE ON SHEETS•8 $N19 • A THESE DOOR SYSTEMS HAVE BEEN DESIGNED IN 1 I 1, �T— HURRIC,ANE _ • ACCORDANCE WITH AND FIOAwA euuoerGcaoE(FBG)mHcwpNGTHE �pvEwcm ENTS OF THE / 67 / I IFRAME SCREW OR 6" MAX. VTABLE" ON ZONES(WHZ). INSTALLATION CUP. Tr& IMPACT SHUTTERS ARE NOT REQIRED WITH THESE DOORS. F+^TESEE 'FRAME ANCHOR ! ��/ FRAME SCREW OR g < 7. ALL ANCHORS SECURING DOOR FRAME TO PRESSURE REQUIREMENTS INSTALLATION CLIP. RESISTTREATEO BUCKS SI Troop FRAMING SHALL�RE TREE of TABLE"ON THIS SEE "FRAME ANCHOR CHEMICAL CORROSION CAUSED BY THE PRESSURE TREATING L.: ILIAC I I \ CHEMICALS IN THE WOOD. 60 1 1 59 SHEET FOR SCREW = 14" MAX. I ACTIVEREQUIREMENTS L DETERMINE THE POSRIVE&NEGATIVE DESIGN LAOS TO v USE WHEN RDERENCING THESE DOCUMENTS IN ACCORDANCE I 1 o REQUIREMENTS. O,C_ THIS WITH THE GOVERNING CODE AND GOVERNING WINO VELOCITY. M II ci CENTERED BETWEEN( P I 59 o SHEET FOR SCREW rn o FORROMA ARD LOAD CALCULATIONS IN ACCORDANCE WITH THE x (2 1 LACK \ -j REQUIREMENTS, o 025 M BUILDING CODE,A THE ASCE-7 FACIDR OF Kd g C D C EACH HINGE AT Das MAY BE APPLIED PER THE ascE-7 SpNDARa 4 5 4 SIDES & 4 TOTAL AT = I o (CENTERED BETWEEN °� g x10 B. NO ORWASE W ALLOWABLE STRESS HAS BEEN USED W 11 HEAD WHERE w E C EACH HINGE & aX o^,* THE FACTOR Tc.s OF USED FOR OD ANPRODUCT. WIND LOAD AL URATION I` KI 8 57 SHOWN STRIKE �CE 5 4 WHERE SHOWN AT mu)o ONLY. '� "' ) SCREWS INTO 1 OP OTHER SIDE & 2 AT �j oz j1 10.MATERIALS,uNCLLDMNc BUT NOT LIMITED TO sTFfl SCREWS o, HEAD WHERE a AZ.. THAT COME INTO CONTACT WTiH OTHER D6SlIRLAR W17FRA15 ^ SUBSTRATE (2 PER d p a SNRT MEET THE REOUYtEMEMS aE TTDRIDA BUILORIG CODE iv 61 62 I I / STRIKE). SEE 5 rn SHOWN) z �< I CHAPTER 20. HINGE 25 5/8" 25 5/8" ^ 3 moo 11.ALL WOOD MEMBERS OF DOORS RAT LAY POSSIBLY COME MAX. I I MAX. HINGE SCREW INTO iv "FRAME ANCHOR / 0 }�o Eno coAncT wrrH uLsowRr oa CONCRETE suBSTA%TES,ARE REQUIREMENTS I 25 5/8" 61 6 0 z awIo SUBJECT TO MOISTURE&/OR ARE SUBJECT To THE OUTSIDE D.L.O. I I D.L.O. SUBSTRATE (2 PER E 3a ENVIRONMENT SHALL BE OF AN APPROVED DURABLE SPECIES TABLE" ON THIS PLATE I MAX. HINGE HINGE SCREW INTO 3 x3 OR BE TREATED I!AN APPROVED METHOD WITH AN APPROVED I I / HINGE)• SEE 'FRAME rn SHEET FOR SCREW 1 D.LO. SUBSTRATE (2 PER 0 c2 PRESERVATIVE PER FBC SECTION 2326. I I ANCHOR z x II REQUIREMENTS REQUIREMENTS. I / / ANCHOR SEE "FRAME 3 TABLE' ON I En SHEET OR SCREW i 1 TABTHIS LE'ON THIS T " REQUIREMENTS. 8" SHEET FOR SCREW Ob 6" MAX. �- 3 6" MAX. 6" 6' REQUIREMENTS. Few z SILL ANCHORS WHERE SHOWN. SEE 'FRAME NOTE ALTHOUGH NOT SHOWN, A NAIL MAY MAX. MAX. SILL ANCHORS AT ANCHOR REQUIREMENTS " ON THIS EXTERIOR ELEVATION BE APPLIED AROUND THE DOOR FRAMES IN EACH CORNER m act TABLE EXTERIOR F�ENATION 0 0 x DOUBLE OUTSWING DOOR ADDITION TO ANCHOR CONDITIONS SHOWN TO WHERE SHOWN. SEE z SHEET FOR SCREW REQUIREMENTS (1 AT EACH SINGLE OUTSWING DOOR RE!x CORNER & 6 AT SILL MID-SPAN AS SHOWN). ACT AS A PERIMETER SEAL (NAIL FIN SHALL SCALE: 1/2* = 1'-0' "FRAME ANCHOR �T t ] a SCALE: 1/2" = 1'-0" NOT BE A SUBSTITUTE FOR ANCHOR REQUIREMENTS �^ � &0 CONDITIONS SHOWN• TABLE" ON THIS �3 FRAME ANCHOR REQUIREMENTS TABLE SHEET FOR SCREW z " OPENING TYPE LAMB TO OPENING MINIMUM MINIMUM NOTE: QRS MAY BE FULLY GLAZED REQUIREMENTS. �Z) (SUBSTRATE) FASTENER TYPE ENIBED EDGE DIST. HINGE REQUIREMENTS SHOWN OR PARTIALLY PANELED. PRODUCT'RHVISED aO I SEE SHEET 3 ELEVATION FOR PARTIAL 3 FRAME SHEAR SCREWS MAX. FRAME MIN. PANELED DOORS. O'BI`F ' HEIGHT OF HINGES �y�3.O6 2X_WOOD FRAME OR BUCK NO. 10 SMS SCREIV 1 1 4" 3 4' A°cepa'c°t7° q t $3"� MIN. C90 CMU T 1/4' CONCRETE SCREW 1 1/4' 2' 95.1/2" 4 ALLOWABLE DESIGN PRESSURE / MIN. 2500 PSI CONCRETE (+ 1/4' CONCRETE SCREW 1 1/2" 2" 82" SEE LOAD TAB ,ttt1111l1/// a 3 LES ON SHEET 2 D,i, � MIN. 1B GAGE 33 KSI METAL N0. 10 SELF TAP GRILLING SCREW FULL 1/2 MATAC . 1/8'THK. 6063-T5 NO, 10 SELF P/DRBWNG SCREW FULL 1/2' FRAME ANCHOR REQUIREMENTS TABLE M .� Vd "► (A ALUMINUM OR A36 STEEL % r 4 y HINGE & STRIKE SHEAR SCREWS INSTALLATION CLIP SCREWS j= r ;W 2X-WOOD FRAME OR BUCK OC 2K_WOOD FRAME OR BUD( N0. 8 SMS SCREW 1 3 8' 3 4" NO. 10 SMS SCREW 1 1 4' 3 4' r 7� v < O 2 MIN. C90 CMU (T MIN. 18 GAGE 33 KSI METAL NO. 8 SELF UAP DRILUNG SCREW FULL 1/2' Z rj O �j LAW O c/f 3/16"CONCRETE SCREW 1 1/4' 2" MW. 1/8"THK. 6063-T5 1 140. 8 SELF TAP/DTBWNG SCREW FULL 1/2" i Z h # MIN. 2500 PSI CONCRETE 113/16"CONCRETE SCREW 1 1/2" 2" ALUMINUM OR A36 STEELORAWM NO. MIN. 18 GAGE 33 KSI METAL N0. 10 SELF TAP DRILLING SCREW FULL 1 2' rlo CONCRETE SCREWS SHALL BE ELCO ULTRACDNS C.S. ELTECO CRE -FL X S.S., ITW \ 1487 MIN. 1/8'THK. 6063-T5 N0. 10 SELF TAP/DRIWNG SCREW FULL 1/2" T/ HERO DAPSONE (CLS. OR S.S.) OR NILTI KWAt-CON II (CLS OR SS /// \\tB ALUMNUu OR A36 STEEL CMU IS APPLICABLE AT SIDES ONLY. . . .... ...... 37 7/16" MAX. 37 7/16' MAX • •• • •6.6 •• R w aa°C FRAME WIDTH 72 5/8` MAX. FRAME WIDTH (F.W.) FRAME WIDTH 0000 • •• °�;- (F —W.) FRAME ANCHORS PER (F.W.) •••••• ••• • • 2. SINGLE UNIT ELEVATIONS SEE MULLION UN •DETAILS ••f 3 • ON SHEET 1 & 3. 2" ON SHEET to 0 8 1/2" MAX. 8 1/2" 6" 6 6" 6" 8 1/2' 8 1 2 MAX!••••• • 9 MAX• MAX• MAX. MAX. / " • • • • g SEE CORNER*215V LC• 4 A /-B-'\ 4 0 ON•SHEETS 8 & 9 • I I 8 1/2"' MAX. •••• • FIXED INACTII E I ACTIVE FIXED g 0 X II X O FRAME ANCHORS PER CD I I \ SINGLE UNIT ELEVATIONS _ F G D I I G F ON SHEETS 1 & 3. o s p HINGE (I p p x0 x ANCHORS PER m� SINGLE UNIT ELEVATIONS ON / ---- dZ SHEET 1. 29 1/8" to 25 5/e' I I 25 5/8' 29 1/8" 13' MAX. O.C. �_ $ ^a m MAX. MAX. II MAX. MAX. o ymo D.L.O. D.L O. I I D.L.O. D.L.O. gp Z ¢W va 13, MAX. O.C. 3 � 3t3 II 9 1/2' MAX. f L1:J�I�L�L3I 6" MAX. -( - 3' ., 3�}' , g" MAX. 0 oma. EE MULLION ENDI U Z DETAILS ON MEET 6 ALLOWABLE DESIGN PRESSURE WITH GLASS OPTION 2 SILL FASTENERS WHERE SHOWN. SEE "FRAME ANCHOR (SINGLE & MULLED UNITS) REQUIREMENTS TABLE' ON SHEET 1 (SILL ANCHORS �a MAX. FRAME MAX. D.L.O. AT FIXED UNITS ARE REQUIRED WHEN FIXED PANEL DOOR TYPE ALL D.L.O_ WIDTHS HEIGHT HEIGHT t)rIIT IS IN A MULLED CONDITION. � p SINGLE & DOUBLE 95 1/2' 79 5/8' +65/-80 PSF EXTERIOR ELEVATION F OPERABLE /- I 'LL & DOUBLE OUTSWING DOOR WITH SIDELIG OPERABLE HTS �N � 82' 66 1/8" +65/-85 PSF SCALE: 1/2' = 1'-0" OXXO DOOR SHOWN. ALL OTHER 4-PANEL CONFIGURATIONS FIXED PANEL 95 1/2' 1 79 5/6' +65/-85 PSF NOTE:OF SINGLE/DOUBLE DOORS & SIDELIGHTS ALSO APPLY. 83�► NOTE: SEE GLAZING DETAIL ON SHEET 6 FOR GLASS OPTIONS. (FOR ALL DETAIL NOT SHOWN, SEE SINGLE UNIT ELEVATIONS.) ALLOWABLE DESIGN PRESSURE WITH GLASS OPTION 1 \\�`��P„4Kll!������ o (SINGLE & MULLED UNITS) \` t��f,..�»•..,�lyd/// o N DOOR TYPE MAX. FRAME MAX. D.L.O. D.L.O. WIDTH LESS THAN D.L.O. WIDTH BETWEEN D.L.O. WIDTH =-2-5-578— To HEIGHT HEIGHT OR EQUAL TO 23 5/8 23 5 8' & 25 5 8" 29 1 8' +U J6• �- OaS J S r a SINGLE & DOUBLE 95 * i O�Z= F W OPERABLE 95 1/2' 79 5/8' +65/-BO PSF +65/-72 PSF N/A acomplyfugwAb die FkdA• S j O �o4�.j�� c SINGLE & DOUBLE 1 Ca& / �?i Z I dD OPERABLE 82' 66 1/8' +65/-85 PSF +65/-78 PSF N/A AweprmicpAb IZ-'o I3.Of7 /� ,� FIXED PANELNOTE: SEE GLAZING 7DET IL ON SHEET 6 FOR�GLASS OPTIONS.5/ -72 PSF _,____+_5_7T-57_PSF ZO7 "pAO�(��`�` 1 7 B Mand Dade Pmdoct sHEEr mm 2 11 • . . •••.. •••••• . • ....... • . ... .. ...... 0000 000* 0 37 7/16' (F.W.) •••••• ••• • •• •• •• •• •• Ll 8 1/2 MAX. B 1/2" MAX- 0SEE CORNER DETA� •••••• • ON SHEETS 8 & 9 i i SH • • B 35 1/6" MAX. WIDTH • • 00000* •• • • • • • ••• 8 1/2" MAX. •• • FIXED PANEL BRACKET SCREW INTO SUBSTRATE (1 PER 29 1/8" BRACKET). SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET PANEL SIZE NOT D.L.O. 1 FOR SCREW REQUIREMENTS. TO EXCEED THOSE SHOWN IN OTHER ELEVATIONS. _ FRAME SCREW OR INSTALLATION x FlXED CUP. SEE 'FRAME ANCHOR g $ , REQUIREMENTS TABLE" ON SHEET 1 O o^a � o FOR SCREW REQUIREMENTS. n v F f (CENTERED BETWEEN EACH o z i 5 v 5 v BRACKET AT SIDES). _ a g w OPPOSITE G _ co 4 FIXED PANEL BRACKET 4 � w>�o WHERE SHOWN. 6 j c� Z=3 cn MID RAIL 3 o N ry� O rn 13" MAX. O.C. qq CLAD PANEL Q' 26" MAX. O.C. 25 1/2" 1 • MAX 25 5/8" MAX. Z z . / 13" MAX. O.C. a 'Y 21 a 9 1/2 MAX. m J .� —�L HIR 3 3l$ EXTERIOR ELEVATION EXTELEVATION RAISED PANEL SCALE: 3/4"=1'-0" `��lllllll�j�� W SINGLE FIXED PANEL NOTE PANEL ONLY IS SHOWN. �1�`?��Q` *a"".-'V�Ii z o 3/4"=l'-O' FOR INSTALLATION INTO FRAME, �4 *J o w SEE OTHER ELEVATIONS. ?� A y3 F �d�{ O �� amPRODUCrREVOW im cc's-4 aoovbinsvimdoFwrM• Lj O tc -0- 0 "....r`yft��� 3 Mlt p,�,```�� t487 B pmad SHE 7 ND. 3 1t °°°° ° ° ° ° °=~° °°°°°° ° ° ° ° ° ° ~ ° ° ° ° °° = °°°°= °°°°=° ° .0009: 000 MIN. 2X4 BUCK/FRAMING & MIN. 2X4 SUCK ING & BRACKET ANCHOR 1/4" MAX. SHIM 0000 of BUCK ATTACHMENT BY OTHERS FRAME WIDTH 4F.W.9 e vim FRAME/STRIKE BUCK ATTACHMENT 13Y OTHERS PER ELEVATIONS AT EACH ANCHOR 9 ode)ANCHOR PER El-WATIONS 'j.. MIN. 2X4 som 36 000090 000 0 SHIM SHIM ATTACHMENT BY 000400 0 AT EACH AT EACH OTHERS 17 0 4.3 ANCHO ANCHOR 26 3 26 ELEVATIONS 35 35 36 36 40 37 17 40 38 4 16 48 42 47 35 66 24A 24B SEE GLAZM 238 23A 26 6162 DETAILS ON SEALANT C,AS REQ'D SECTION 'i SCAI 142 FULL GLAZNG 56 25A 258 25A 7 08 69 44 mw Ir CD 70 68 44 4 SILL ANCHOR PER ELEVATIONS(REQUIRED ONLY WHEN FIXED 0 PANEL IS IN A MULLED CONDITION,33 34 32 2 NOT REQUIRED WHEN STAND 5 ALONE.)31 71 31 65 45 45 AS REO'D vo 1,14" 1:. PRODUCTREWIm T SHIM SHIM OR c 0.Z 46 GROUT GROUT 6�K:ZC2 64 FRAME ANCHOR PER SUBSTRATE PE FRAME ELEVATIONS REQUIREMENTS TABLE Alf SECTION SUBSTRATE PER FRAME SECTION 11111410 148 B REQUIREMENTS TABLE ---TUC SCALE. 1/2 FULL SCALE: 1/2 FIV B±M-:1 ji . . ...• ...... ...... .. .. ...... 0000•• 12 • •ee °Y • ., 'w. 1/4" MAX. SHIM see* • •• v� AT EACH ANCHOR FRAME WIDTH (F.W.) 06:00: ••• •MIN. 2X4 •• BOND ASTRIGAL COVER CONTINUOUSLY 11 BUCK/FRAMING 1 36 •• •• s•• 3 • • WITH 0000•• • APA-AFG-01 ADHESIVE & BUCK 56 37 ATTACHMENT BY • • • 15 60 51 59 15 OTHERS •••••• 17 • • • FRAME/STRIKE 7 •••• ® 39 ANCHOR R ® , ELEVATIONS 37 ® 1 248 24A 54 24A 248 `'; 35 SEE GLAZING j• / vi 29 30 DETAILS ON ;.-. EXTERIOR SHEET 6 - + o go 39 24A 2 B $x m BONO ASTRIGAL CONTINUOUSLY WITHi SEE GLAZING o APA-AFG-01 ADHESIVE. 26 DETAILS SI AIANi EXTERIOR SHEET 6 N SECTION D SCALE: 1/2 FULL 5 AS REQ'D SCASLEECI)O FULL 5 30 �a / }6o Z�Q.0 1/4' MAX. SHIM FRAME WIDTH (F.W.) 2- X 5" X 1/8" WALL 6063-T5 5 AT EACH ANCHOR ALUMINUM CONTINUOUS TUBING O MIN. 2X4 1 MULLION COVER AS REQUIRED BETWEEN JAMBS. BUCK/FRAMING 36 & BUCK ATTACHMENT BY zm OTHERS 4 NO. 10 X 1 1/2" SELF _ O ANCHOR RACKET •j:' 37 TAPPING SCREWa PER ELEVATIONS 47 9 SLE GLAZING ro z °°• "' 47 1 �DETAI S ON e�imoltcr ai�a F 1 s> r 6 140 68 35 BY. Con niz o 39 22A 22B / �Qk'Y' 26 O 06 SEALANT KSEE GLAZING 0. AS REQ'D EXTERIOR 26 26 DETAILS ,3 7 0 SHEET 6 Z. Z yam` F SCALEC/2o FULL 5 SCALE:C IO FULL 5 EXTERIOR 11SETN *", 11//11N1 ```, 1457 B (FOR DETAILS NOT SHOWN, SEE OTHER DETAILS) SHMr•0' 5 11 SUBSTRATE BY OTHERS PER wwa cws°" GLAZING ANCHOR REQUIREMENTS TABLE DETAILS ON 3/4' 1/8" MIN. / 1 THIS SHEEP 0 � CLIP ANCHOR PER MULLION CUP ANCHOR LFE / 2" MIN 1/� 2' MAX REQUIREMENTS TABLE 2 1/2- S. 1/8" ON THIS SHEET 78 27A 2" X 5" X 1/8' 6063-T5 EXTERIOR 5 ALUMINUM MULLION TUBE. 3/4" 6063-TS ALUMINUM T CLIP T --- 27/323/4" MIN. 1 11/16' 6063-TS ALUMINUM U CUP � GLAZING DETAILS ON THIS SHEET 2 1/2- 4 11/16" 2" MIN SIjNSPTE BY Ot&R!f a •�� •DER ANCHOR • REQUIREMENTS•TS o • Q •••••• ••••• 3 • SECTION H .Y SCALE_ 1/2 FULL 6 906 • :•• •• � �� •• CLIP ANCHOR PER• rj •�'• I-- --S•� ••• HEAD MUWON Nn nFrau SII MUWON ION ND ETAIA HOS L •w� IRONEMCUENTS1UITA C�•fi• NOTE: JAMBS, CLADING, & DOOR o •• NOTE: JAMBS, CLADING, & DOOR ON THIS SHEET g •• • MEMBERS NOT SHOWN FOR CLARITY•••••• • MEMBERS NOT SHOWN FOR CLARITY. • • • U �• MUWON CUP ANCHOR REQUIREWENiS TABLE 2401106. DOW C"GESSU OR GE SEE GLASS DOW CORNING 995 OR GE RAPID STRENGTH ENING TYPE IAMB TO OPENING • NUNM • MINIMUM Z-4 r RAPID PPLIED OPTIONS BELOW (SUBSTRATE) FASTENER TYPE •Y�$ (APPLIED AT INTERIOR OF PANEL & ALONG AT EXTLASS) 1/4" X 1/16' THE PANEL EDGE) ZX_ WOOD FRAME OR BUCK N0. 12 SMS SCREW 7 1 4' • 3 '• 0� �A MIN. 1/8'THK.A36 STEEL NO. 12 SELF DRILLNiG/�APPING NLL 2 n 5/8" MIN. CONTINUOUS FOAM 24A 38 23A 26 22A 2 3 S GRADE 5 SCREW /• ¢ L BOE 56 TgE 7B 7A 56 2 246 7 9 15 t/amu N 83-Ts No. t2UM C RADE$Rq�UNAPPING NLL t/2' ao F =W56 MIN. 18 l` STUD KSI METAL N0. 12 RADE S IIWG APPING NLL 1/2" NyEXTERIOR SC 1 PRETE 1/4"CONCRETE SCREW 11/42' 3 28 22A 2 3 5 5/BITT-"IN. 19 O)CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX, ITW $3�25A 48 7 9 15 DOW CORNING 1199 OR GE RAMSEf/RED HEAD TAPCONS OR HILTI KWIK-CON II (HARDENED STEEL OR SS.).RAPID STRENGTH (APPLIED3/8' FAN FOLD DOW COOR GE RAPIDEXTRUDED AT EXTERIOR OF PANEL STRENGTH (APPLIED AT INTERIOR OF ) 21 POLYSTYRENE �N GLASS & ALONG THE GLASS EDGE) INSULATION (GREEN 28 GAURD SIDING SING DETAIL1 UNDERLAYMEIJT) VS IL Z SCALE: 1/2 FULL 1/2" MtODUCTREVN0 G J �! OPTION 1: 3/8" LAMINATED GLASS SUPPLIED BY CARDINAL 3/8" 9/16' ma�lywilBWet7otido .3v * ptZ W (SN3 �NEALED/.090 DUPONT SG/5/32" 1 7 16" '�^O /3("�06 ZKe �vs�� OPTION 2: 1/2" LAMINATED GLASS SUPPLIED BY CARDINAL (3/16" / Z�/ iANNEALED/.090 DUPONT SG/3/16"ANNEALED) G ING7�TAISHEET� N0 B 6 a 11 MIN. 2X4 STRIKE/HINGE ANCHOR PER ELEVATIONS STRIKE/HINGE ANCHOR PER ELEVATIONS „°" e BUCK/FRAMING & INSTALLATION CLIP SCREWS PER "FRAME SUPPORTING MEMBERINSTALLATION CUP SCREWS PER "FRAME BUCK ATTACHMENT 5` ANCHOR REQUIREMENTS TABLE" ON SHEET 1 OTHERS; TO BE MIN. 3 ANCHOR REQUIREMENTS TABLE"ON BY OTHERS (4 PER CLIP; 2 PER SIDE) 1/2' DEEP (PER "FRAME SHEET 1 (4 PER CUP; 2 PER SIDE) 63 1 1/2" X 6 1/2" X 0.05"THICK 50 ANCHOR REQUIREMENTS 63 1 1/2" X 6 1/2'X 0.05"THICK 50 KSI GALV. STEEL INSTALLATION CUP. TABLE" ON SHEET 1). KSI GALV. STEEL INSTALLATION CUP. AS REQ D 1/4' MAX SHIM 1SHIM /4' MAX' NEXT TO EACH NEXT TO EACH CLIP CUP 1 1 NO. 8 X 5/8" SCREW N0. 8 X 5/8" SCREW g (2 PER CUP) (2 PER CUP) EXTERIOR IXTFIRIOR �o 0 OPTIONAL INSTALLATION CLIP OPTIONAL CLIP MOUNT DETAIL To '•"•• MOUNT DETAIL ALUMINUM OR STEEL •••••• �•• .• z 't3 HEAD SECTION SHOWN, SIDES ARE SIMILIAR •••• • •• (HEAD SECTION SHOWN, SIDES ARE SIMKIAR) ( ) 0 (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) •••••• ••• • •�•• ••• 3/16" CONCR. SCREW TO REPLACE ALL SUPPORTING MEMBER BY •••••• • • 0 FRAME, HINGE, & STRIKE SCREWS SHONM •• •••• s. OTHERS; TO BE MIN. 3 FRAME/HINGE/STRIKE ANCHOR PER a� IN ELEVATIONS. (SEE FRAME ANCHOR 1/2" DEEP {PER "FRAME ELEVATIONS. :00:0: • • •'a; REQUIREMENTS TABLE ON SHEET 1) U ANCHOR REQUIREMENTS • • • • ��• TABLE" ON SHEET 1). •••••• • •• CONTINUOUS WOOD MEMBER �_ • • • z t LESS IN SIZE THAN A 2X • • • • ••• 2 • SEALANT BUCK TO BE MIN. 3 1/2" •• • AS REQ'D DEEP. (NOT REQUIRED WHEN • • • � SHIM SPACE IS WITHIN •• • o AVOWABLE DIMENSIONS SHOWN J1/4" MAX. SHIM AT EACH ANCHOR U IN SECTIONS). REF, GENERAL m z NOTE $2 ON SHEET 1. 0 1 831 EXTERIOR EXTERIORPRODMTREVISEDcm � \\IIIIIIIIf�/j�,� ^a� c•a� Flo `������.F�� * ii 0 C14 06 / =3•v a o•= o. Z 0: OPTIONAL DIRECT MOUNT DETAIL OPTIONAL DIRECT MOUNT DETAL TO �y`. TO BLOCK ORCONCRETE WITH�SPACERR OR SHIM ALUMINUM. , SoFS ARE TULOE sIMILIARD (HEAD SECTION SHOWN, �#tl \ ` Imm FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) 1 ONE N0. 8 X t 1/4" 3 N0. 7 X 2" FH .Ra vss FH SCREW (JAMB SCREWS PER CORNER 2" 7/8" �uai+yros ONE N0. 7 X 2" CLAD CORNER) FH SCREW ----- -------- 1 L---- -- ----I t 0 6 5/8" DIA X 5" WOOD DOWELS 0 0 5/B —I- --- ------- �1---- 5"- - -� JAMB CLAD GLUE DOWELS INTO CORNER MEMBERS WITH WOOD KEY ADHESIVE (FRANKLIN 26INTERNATIONAL ADVANTAGE 0 o 310) ••.• g'�n JAMB TO JAMB CORNER DETAIL •• �....• a Wig •" STILE TO TOP RAI -CORNER DETAIL 00 •' o a ai 6 ..•.•• .. .• O •.•... 4, • • • • • _ 1 � GLUE DOWELS 11 " 0' " S ?E• 00 MEMBERS WITH WOOD •••••• •.• • ADHESIVE (FRANKLIN •• •• .i O as:* INTERNATIONAL ADVANTAGE ONE NO. 8 X 1 1/2• 0 310) 5• •• • • • PH SCREW . ga 13 SILL JAMB GASKET I L---- -------J �/ •.•• dg�x 7 1� d NO 2 5/16' m 'Run PRDpOCTREVLSED ___ m.aagAyiog with We Florida —, z 31 L---- — -----J i A—plawn"o � /�6 3U$fin 5/8• DIA. X 5' 3 3 NO. 8 X 3" P WOOD— DOWELS 2 5/16 P C ,,�1111i1111/�� d SCREWS PER CORNER ONE NO. 8 FH SCREW X 7 1/2" civ -- � L JAMB TO THRESHOLD CORNER DETAIL — —— �•? �- o -j 2 3W 4 k ¢ 4_ 2" 3" / y�� r;4V �� STILE TO WMM RAIL GDRNER DETAt 7 8• Z f a� 0866' `"" . 4.644" 2.659" MIN. 0.425' 0.413' 5/8" 1.063" -t- 1.649" @GLAZING STOP 1OSIDE AND HEAD JAMB I-m 1.489"d r 4.409" FIXED PANEL STILE 0.696" �+ L_--_ _ -_� 0.425" 2.243" 5/8' DIa x s' 20 FIXED PANEL WOOD DOWELS 1 15/16" T SWEEP FILLER 1.649" L---- --J 2.468" 5/8'TI__ _ 5" --- 2ObJN E STILE GLUE DOWELS INTO 1 •••• S MEMBERS WITH WOOD f� 1'668" • • x ADHESIVE (FRANKLIN I 1.250' 1 1 � • • •••• • 2 Qf INTERNATIONAL ADVANTAGE 4.409' • • • • ��Z u0i 310) O.6�" 0.425" 0.625' • • • .;tz. 0.688" • ••• •• •• STILE TO INTERMEDIATE RA!I DFTAI �- 1.508" • •• a Y 3.984" 12 o�.1.648 =3 2 15 9 CASING COVER Ole- 2 $ f�'•• 13 IHRESHOLD ••• E 15 LOCK STILE•• ••: .... 76 0.425' •••••• • • U '`• 0.425" 2.750"-- • • N0. 8 X 1 1/2' P.H. �_ t�L • • :•••i• j •2_m- SMS (2 REQ'D) OTOP RAIL 0.563' 0.688" • • • 5 7 3/8' FAN FOLD •• • •• • •o�• X INSULATION 0.425' 16 PANEL, STOP-FIXED PANEL •• • has m � 2.750" PRODi7(.TRL'VISED F 7.784" "°om rn'swith the Florida // 3 z 0.968• -L FM=W oo& of�.06 F0.688" ppb p i8RAISED PANEL RETANER PLACEMENT 4.063" 83-v (ALUM. CLAD DOOR) � C° �q��N�u�� - 17 PANEL STOP-ACTIVE yy �i F N _2 V � V O J r .•r � 0.895" 1.649" 0.741' 1.624" @)INTERMEDIATE RAIL 18 7OBOTTOM L GLAZIN . G STOP i�46' „ r`' �� '��` 1487 B 9 11 0.438" 0.464" 0.437" 0.465 0.438" 0.465" 0.438' 0.544' 2.899" 2.899" 0.055" -L0.055" 4.666" 4.666" 4.649' 4.649" 0.055' 0.055" 0.055" 0.055' 2s.soo^ 22A STILE CLAD1 11 PANELOXED 226 STILE CLAD PANELJ-0-063- 8.0FIXED 23" (OPTfON 11 (OPTION 21 0.078" g 1.547" 23A TO(OPTIRA L 1 236 LAD TO(OP PTION RAIL2) 24A LAD STILE CLAD 246 STOLE CLAD (OPTION 1) ON 0.937" 0.438" 0.465" § IQ o 0.500" 1.719 0.881" •••• j §'-" • • oma • • •••• •i/ 0.050" 0.188" a TER • (BRAISED PANEL 26 B CLAD • •• • o �:a WOOD INIOR 1'S;e' 2� • •• •• •• $ • �s 3 ooQQ� 0.465" 29 0.597" • U r ASTRAGAL CLAD 30 ASTRAGAL CLAD ' •• • Z �3. 4.750" 4.713" • • • • • _ 0.055" 0.055' �.(� •••• 1.�g^ • 5 •�F.• 0.078" 5.688' 1.168• ••� • ••• • 0 ••• � • • • • 1.325" • ••.q•• U 0.130' � • 1.625" 0.090"--� • • •�[ • 27A INTERMEDIATE 276 INTERMEMTE --�}- `ae�••• m §�'•� 0.831" z o 2s.soo' J 32 iLE •..•bACE •��� (OPTION 1) (OPTION 2) 31 THRESHOLD RAIL CLAD L CLAD - WEATHER IP �• " =�x 8.024^ 0.720" a Y 2.090" 1 1.97"--i ffi 0.548" 0.040' m i 0.096" � IJ _r 1.325" PRODUCT REVISED jj 0.572 0.471.g was use donde q 3 1- 0.369" FRAME 0.040• 0.030• nr10 2 O 3.o� a 35 W ERSTRIP 28 @ @ PANEL COVER f ,' 4-0.090^ 38 WEATHER-STRIP WEATHERSTRIP � @CLAD RAISED BULB PROF ''"� ' Alf = o 34 F]XED PANEL SWEEP PANEL 0.260" 2.750" ��• 0.050" ( I0R) 0.720' mac? o 256 BOTTOM RAIL F--�-0.475* • o.ss1' o.o3s" o.oao' 2.124' ;. :u * 0, -� 3 CLAD (OPTION 2) 1.000" yz2.365"-- - �-0.200' 36 CONNECTING BARB °.65s" ��idbM *P4� ®MULLION COVER 39 PANEL WEATHERSTRIP THICKNESS = 0.075" �ii0', 4m87N g 37 WEATHERSTRIP 67 HEAD STRIKE PLATE 10 11 PARTS UST PARTS UST ND.i REF.NO. DESCRIPTIONI ND1ES N0. REF. �. DESCRIPTION NOTES PARTS&E(TRUSONS 1 00011397 SIDE& HEAD JAMB 'WOOD FAER EA 2 00014719 HINGE STILE(ALUM CUD DOOR LVL WITH WOOD VENEER 42 - NO. 8OXX13'APH A SMS 2 PER HEAD STRIKE PLATE 2 PER NEARER REINFORCEMENT PLATE 3 00033833 TOP RAR- (ALUM.CUD DOOR) LVL WITH WOOD VENEER 43 - NO. 8 X 3/8° MACHINE SCREW 2 PER HEADER REkNFORCFAIENT BRACKET 5 00006674 INTERMEDIATE RAR ALUM. CLAD DOOR LVL WITH WOOD VENEER 44 - NO. B X 3'SMS 1 PER SHOOT BOLT GUIDE INTO PANELS 7 OW30437 BOTTOM RAIL ALUM.CLAD DOOR LVL WITH WOOD VENEER 45 - NO. 8 X 1 1 4'P.H. S STL SMS 2 1/4"'FROM ENDS&MAX. 11"O.C. 9 00014580 FIXED PANEL STILE ALUM.CLAD DOOR LVL WITH WOOD VENEER 46 - N0. 8 X 5 B'MACHINE SCREW 2 PERTHRESHOLD STRIKE 10 00016785 MULL CASING BASE *WOOD 47 - NO. 8 X i'AB 2 INTO SM/RAIL, 1 INTO JhMB 11 OOD42535 ASRAGAL *WrCOD 48 - N0. 10 X 1'SMS 2 PER HINGE INTO JAMB 12 00008310 ASTRIGAL CASING COVER *WOOD 49 - N0. 9 X 1 1/2'SMS 4 PER AW HINGE INTO STILE 13 00011114 THRESHOLD LINER *WOOD 50 I - IND. 10 X 1'SMS 4 PER BUTT HINGE INTO STILE 15 00014719 LOCK STILE ALUM. CUD DOOR LVL WITH WOOD VENEER 51 - NO. 8 X 3'SMS 3'FROM ENDS&MAX.8'O.C. (ASIRAGAL 16 00041914 PANEL STOP -FIXED PANEL *WOOD 52 - NO. 8 X 1 1 4'SMS 3"FROM ENDS&MAX.12"O.C. AS $ 17 16403 PANEL STOP-ACTIVE *WOOD 53 - N0. 7 X 2'SMS 3'FROM ENDS&MAX 12'O.C. 18 OOD16573 GLAZING STOP-GLASS *WOOD 54 - NO. 8 X 1'TH SMS 3'FROM ENDS&MAX. 12'O.C. (ASTRAGAL 19 00007090 GLAZING STOP- RAISED PANEL *WOOD 55 - NO. 8 X 1 1/2°P.H.SMS 2 1/2'FROM ENDS&MAX.9'Q.C. WITH ADDITIONAL ONE AT LOCK THROW p 20 00014943 FIXED PALL SWEEP FII LER *WOOD 56 - 1 Ili BRAD NAIL 2'FROM ENDS& 10-12"O.C. S o0 21 00042412 RAISED PANEL WOOD INTERIOR MDF WITH WOOD VENEER FIARD 22A 00015069 FIXED PANEL SITItE CLAD OPTION 1 6063-T5 ALUMINUM 57 00015469 THE DOOR HANDLE AS REQUIRED TO OPERATE LOCK SYSTEM •••••• a o^v 226 00077330 FIXED PANEL STILE CLAD(OPTION 2 6063-T5 ALUMINUM 58 00015624 INACINE DOOR FIANDLE AS REQUIRED TO OPERATE LOCK SYSTEM• • • a �A 23A 00026460 TOP RAIL CLAD OPTION 1 6063-T5 ALUMINUM 59 00013771 DOOR 2-POINT LOCK DEADBOLT ASF MD w g $: 23B 00077328 TOP RAR CLAD OPTION 2 6063-T5 ALUMINUM 60 00013966 INACTIVE DOOR 2-POINT LOCK HARDWARE ASHLAND •••••• •• •• � K 24A 00014631 SIRE CLAD OFROId 1 6063-15 ALUMINUM 61 00003751 4 X 4 BUTT HINGE LAWRENCE 24B 00077012 STILE CLAD(OPTION 2 6063 T5 ALUMINUM 62 X3749 4 X 4 ADJUST/�E HINGE ASTiUWD •��c�� 25B 00076984 BOTTOM RAR CLAD OPTION 1) 6063-75 ALUMINUM 63 00036080 GALVANIZED STEEL 0.050 C - CLIP 1 9/16'WIDE X 6 1/2'LONG X.050" • z = 25B 00076984 BOTTOM RAIL CLAD(OPTION 2) 8063-T5 ALUMINUM MW. f = 50 K9 MAY REPLACE FRAME FASTENERS PER ELEVRTISIRS! i •••• ��—y 26 00013503 JAI-CIAO 6063-T5 ALUMINUM 64 00027022 SS BACKER PLATE 1 1 AT EACH THRESHOLD STRIKE BELOW Sly••••• • • • 27A 00008638 INTERMEDIATE RAIL CUD(OPTION 1) 6063-T5 ALUMINUM 65 • ••• pOQ149t2 GLASS REINFORCED ACETAL SILL STRIKE 1 AT EA LOCK , 1.07 X 2.82 X 0.3-TIO • • o 2 8 00076271 LNTERMEDUTE RAIL CLAD(OPTION 2 6063 TS ANNUM A/ 66 00014905 GLASS FAlID NYLON SFM BOLT GUIDE 1 AT E4 OPERATER PANEL OP •••• 28 00041060 CLAD RAISED PALL EXTERIOR MIC 6 ALUMTIIUM 67 00004621 S.S. HEAD STRIKE PLATE 1 FOR EA LOCK BAR • • • U 29 00002625 ASTRAGAL CLAD 6063-T5 ALt1-BFIJM 68 00028910S.S. STILE END PLATE 1 AT EA OPERAT[R PAUL(TOP AND BIYTON) • • • � 30 00002622 ASTRIGAL CLAD CLF • • 6063-T5 ALIARNUM 69 00015312 S.S. SHOOT BOLT GUIDE REINFORCEMENT 1 AT EA OPERATER PANEL BOTTOM •• = � 31 00011107 THRESHOLD(PAINTED ULTREX) FIBERGLASS WITH MIN. f =39 KSI&BEARING STRESS= 26.1 KSI 70 00015314 GLASS FILED NYLON SII00T BOLT GUIDE 1 AT EA OPERAT[R PANEL (00TTOM) • • • g • •; 32 00013506 SIL WEATHERSTRIP NNYC PER MARIAN SPECIICATKXN(SEE REFT3RENCE 1A.) 71 000277Q2 S.S SILL STRIKE 1 AT EA LOCK BAR; .250 X 2.661 X. SS. .06 33 00013510 THE PANEL SWEEP VINYL PER MARVIN SPECIFICATION SEE REFERENCE NO.) 72 (10037647 S S HEADER REINFORCEAENT PLATE 1 FOR FA LOCK BAR NEADFJR 1.500 X 3.000 X.188 THK 304+Z.S. • 4 �La!F, 34 00013509 FIXED PANEL SWEfP VINYL PER MAIt1NRd SPECIFICATION(SEE REFERENCE N0.) 73 00036001 S.S. HEADER REtNFOR(EINT BRACKET 1 FOR EA LOCK BAR 781 x 1 x.75 THK 304 S.S. i 35 00013511 FRAME WEATHERSTRIP VINYL PER MATLIIgN SPECIFICATION SEE REFERENCE NO. 74 00042575 FTXFD PANEL BRACKET LOCATED PER ELEVATIONS; i X 3 X 118 TFL(5052 ALUMINUM 35A 100002030 MUALJON COVER 6063-T5 ALUMINUM 75 00011232 FIXED PANEL SILL BOLT 2 PER FIXED PANEL AT THRES14OLD $ SEALS AND SEAU1118 76 00042421 INSED PANEL RETAINER 14 PER RAISED PANEL �y� 36 00005685 CONNECDNG BARB VINYL PER MARIAN SPECIFICATION SEE REFERENCE NO.) 77 05700044 .S. STRIKE PLATE 1 FOR EA LACK BAR SITE,MMB 3v 37 0000.5648 WEATHERSTRIP VINYL PER MARVIN SPECIFICATION SEE REFERENCE NO. 38 00005399 WEATHERSTRIP BULB PROFILE VIM PER MARVIN SPECWAT04 SEE REFERENCE N0.) 3iT 39 00013513 PANEL WEATIIERSIRIP VINYL PER MARVIN SPECIFICATION(SEE REFERENCE NO.) 40 00013512 PANEL COVER WNFATHERSTRP VINYL PER MARVIN SPECIFICuoN SEE REFERENCE NO.ALL SHALL YIN GRADE 2 WITH 'E'= 1200000 PSI USED WITH TEM UNITS IS MIN. IN. & V=0.43 MIN 2 WESTERN PINE. TERMITE WAD SPECIES TO PINE � i�•�?W��I N NOTE., ALL WOOD IS RECEIVED BY MARVIN WINDOWS & DOORS AS GRADE 2, BUT IS MACHINED BY MARVIN ���{ TO A SELECT GRADE USE yf r! _ 9L �cc O PROD Rwill, Florida S aZ Z 9Eo17' �6� �b i.,Dad.wo&wt cout 4011,4111 SHE 11 � 11