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WS-15-1487 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-237012 Permit Number: WS-6-15-1487 Scheduled Inspection Date: August 27, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: GONZALEZ, MARIA Work Classification: Door Replacement Job Address: 1200 NE 105 Street 24 Miami Shores, FL 33138-0000 Phone Number (786)357-0344 Parcel Number 11-2232-091-0040 Project: <NONE> Contractor: NEW LOOK WINDOWS AND DOORS, INC Phone: (305)720-8927 Building Department Comments REPLACE OLD BALCONY SLIDING DOORS WITH NEW Infractio Passed Comments PGT IMPACT RESISTANT SLIDING DOORS, SERIES 770INSPECTOR COMMENTS False CLEAR LAMINATED GLASS, WHITE FRAME, SCREEN, XX Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 26, 2015 For Inspections please call: (305)762-4949 Page 15 of 44 \ WT MW umlw `SµonEs`f Miami Shores Village 10050 N.E.2nd Avenue NE Wo €IaSrC "� � Il Miami Shores,FL 33138-0000 \ Phone: (305)795 2204 \ \ GORiDp 3\\MRS, \� \ Expiration: 12128/2015 Project Address Parcel Number Applicant 1200 NE 105 Street Number: 24 11-2232-091-0040 Miami Shores, FL 33138-0000 Block: Lot: MARIA GONZALEZ Owner Information Address Phone Cell MARIA GONZALEZ 1200 NE 105 Street (786)357-0344 MIAMI SHORES FL 33138- 1200 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 4,000.00 NEW LOOK WINDOWS AND DOORS, 1 (305)720-8927 _... ..- Total Sq Feet: 96 Type of Work:REPLACE OLD BALCONY SLIDING DOORS W Available Inspections: No of Openings:2 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# WS-6-15-56003 DBPR Fee $2.00 07/01/2015 Credit Card $ 169.40 $50.00 DCA Fee $2.00 Education Surcharge $0.80 06/17/2015 Credit Card $50.00 $0.00 Permit Fee $120.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $219.40 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 co ormity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assum res ns for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,P MBIN MECHANI L,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: ify that all he fore o' information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. er a above-named contractor to do the work stated. July 01, 2015 Authorized Si ner / Ap li ant / Contractor / Agent Date Building Departme tCooy July 01, 2015 1 7JUN Miami Shores Village Building Department BY: _ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 — J Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 BUILDING Master Permit No. o WSi�;—N PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL =PLUMBING ❑ MECHANICAL Ej PUBLIC WORKS [] CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1200 NE 105 St . Apt. 24 , Village del Mar Condominium City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-2232-091-0040 Is the Building Historically Designated:Yes NO X. Occupancy Type: Residential Load: Construction Type: Remodeling Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Maria Beatriz Gonzalez Phone#:786.357.0344 Address: 1120 NE 100 St City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Guerby Noel &Zachoria Crockett Phone#:786.285.9674 Email: zachoria.crockett@gmail.com CONTRACTOR:Company Natne: New Look Windows & Doors , Inc Phone#: 305.720.8927 Address: 11904 SW 181 Terr. City: Miami State: FL Zip: 33177 Qualifier Name: Miguel Angel Perez Phone#: State Certification or Registration#. SCC131151563 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$4,000 Square/Linear Footage of Work: 96 sq/ft Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Description of Work: Replace old balcony sliding doors with new PGT Impact Resistant Sliding Doors, Series 770 , Clear Laminated Glass , White Frame , Screen , XX Specify color of color thru tile: Submittal Fee$ ` Permit Fee$ O 00 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ G 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 appro d an a reinspectio will be charged. Signature Signature --,� 0 R or A T. CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 5-fl day of �(�(1 Q 20 15 by day of J!/r7�_ 20 by ►eats tz GbnZCfe%Who is personally know to me or who has produced F (h/�P/�-�Z ,who is personally known to rt-L"- �'jLU t}12 6� 1as me or who has produced zjylas identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: n �'�' Sign: Print: nnt: ,, JOSE J.BENCOMO L Notary Public State of Florida Seal: # � Seal: j, Notary Public,State of Florida Joanna M Feliciano Commission#EE 183195 My Commission FF 082753 My comm,exPres Mar.28,2018 Expires otn212018 *�*e**s*ss***�*�************ **** �*s********a*+►**sss*****+�����..r.+�**ss*s*s**************«****s***��*»:s** APPROVED BY t Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) de 3 VILLAGE DEL MAR CONDOMINIUM ASSOCIATION ARCHITECTURAL MODIFICATION APPLICATION FORM DATE: .—�L27'/20/A APPLICATION : p (to be assigned by the committee) I)NIT OWNER(APPLICANT): ADDRESS: / Z.aJ N c /a TELEPHONE#: EMAIL: Jj bboIQ U f ✓7 oo-t" MODIFICATION BEING REQUESTED (Please describe in detail. Include materials, colors, size,texture etc.): z x S'/'D ?07— W j*VA-.ems `E.QO/ �5CAT S C=r c /4-h�'nf 011-1 S S vV;V7 7-C" WiTH 56e 7� I!WE hereby make application to the Architectural Control Committee for the above described item to be approved in writing;by the Architectural Control Committee and /or Board of Directors. ALL WORK MUST BE COMPLETED BY A LICENSED AND INSURANCED CONTRACTOR. COPIES OF SUCH LICENSES, INSURANCE AND DRAWINGS MUST BE INCLUDED. 1/WE understand that approval of the request must be granted before commencement. I / WE also acknowledge that we couWAe forced ave the item removed if proper authorization is not approved- Ap plicant Signature: Date: Applicant Signature: Date: Approved } Denied NAME: DATE: /sfd SIGNATURE: N1 TILE: t 1200 NE 105 ST Miami Shores,F1 33138 VILLAGE DEL MAR CONDOMINIUM ASSOCIATION INDEMNIFICATION AND HOLD HARMLESS AGREEMENT THIS AGREEMENT,entered into this day of AP9� -- ,20�� By and between (hereinafter"The Association'' ,and the owner of Unit of 1t-t c el- firNlvl-( an Association,hereinafter the unit owner(s), its sucgessors or assigns. The legal descriptin of said unit is: -- 1�vJJ i N7 In consideration of the permission by the Association to allow: {Description of modification being requested �3 f�'A-�� Ste'' ..ta►/hr�-' c,ass s OA- S'-Q tom. 0 The unit's owner(s)agree(s)to the following: 1. To at all times maintain and repair the improvements. That upon ten (10) day written notice by the Association, that the improvements need repair of maintenance, to make said repair or maintenance to the improvement. 2. To indemnify and hold harmless the Association from all claims, demands or suits brought against the Association,arising out of the improvement. 3. To provide proof of insurance covering the liability of maintaining the improvement. 4. That any funds expended by the Association to remove, repair or maintain the improvement, or to defend any claim, demand or suit shall be deemed to be an amount due by the unit owner(s)to the Association without offset and may be the basis for a lien against the unit and said lien may be foreclosed pursuant to the provisions of the Declaration of the Association. Additionally,any money expended by the Association to endorse this agreement for attorneys' fees and court costs shall be recoverable by the Association against the unit owners(s),whether or not a lawsuit is commenced to enforce this agreement. IN VVI SS WHEREOF, he undersigned have executed this agreement the day and date set forth a ove: Unit lgna Association Signature 2-1 t� Name Title 1200 NE 105 ST Miami Shores.Fl 33138 SORES 0 Boom Its .,,,,� Miami Shores Village Building Department �IRiDp' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: AP.w loo( wt w�wS awl- DAYS.7 c BUSINESS ADDRESS: I( qd '4 Sw 1!bI rec,- CITY t-hA- ,t STATE ZIP BUSINESS PHONE: ( 3 vr) 7 Z o - 99 Z ) FAX NUMBER( ) p CELL PHONE(305 ) 77 O - 0?Z7 QUALIFIER'S NAME: �1�( eare-& QUALIFIER'S LIC NUMBER: SCC 13 r 15 5 6 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 PEREZ, MIGUEL ANGEL NEW LOOK WINDOWS AND DOORS. INC 2600 NW 23 CT#406 MIAMI FL 33142 Congratulations! With this license you become one of the nearly one=Floridians licensed by the Department of Business and Professional Regulation Our professionals and*)usinesses range STATE OF FLORIDA ftcm arch,tects to yacht brokers,from boxers to barbeque restaurants. DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to SCC131151563 ISSUED, 09108/2014 serve you better For information about our services, please log onto www.myfloridalicense.com. There you can find more information CERTIFIED SPECLAiTY CONTRACTOR about our divisions and the regulations that impact you, subscribe PEREZ. MIGUELANGEL to department newsletters and learn more about the Department's NEW LOOKAJND0VV$AND DOORS, INC initiatives GLASS AND GLAZING CONTRACTOR Our mission at the Depailment isLicense Efficiently, Regulate Fairly We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida 1$ r:ERTJFIED Ll':Jgf MR PrOopsViS 0S cf Ch 4Eq FS and congratulations on your new license' E*r ALS'./ :.'i L,4(roT K,,C,. DETACH HERE RICK SCOT7- GOVERNOR KEN LAWSON. SEGREIARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LSCC131151563r The GLASS AND GLAZING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS Expiration date'. AUG 31,2016 22 W PEREZ. MIGUEL ANGEL NEW LOOK WINDOWS AND DOORS, INC 2600 NW 23 CT#406 ti MIAMI FL 331142 ISSUED 09108;2C,14 DISPLAY AS REQUIRED BY LAW SEQ# L1409C8,0i000530 Local Business Tax Receipt Harm-Dude ountyr, Stats of Florid THIS IS NOT A RILL - DO NOT PAY 655262 IS NI ESS IVAMVLO TI "SCRIPT NO. EXPIRES NEW LOGK WINDOWS & DOORS INC FtE EAL SE"EMBER 30.r 2015 OPERATINO IN DADE COUNTY 3208 Must be d4sp axed at plate of business MLWI FL 33,999Pursuant to Coumy row Chapter M - ArL 9 & It INCOWNER SEC- TYPE Of ISUSINS93��� T��I�IL� EfE R:���J.µ� P � R PAYMENT �tEtiEl�'E NEW 1009 WINDOWS & MOORS aY AX COLLIECTOR $75.00 08/25/2U14 Employee(s) I CREED ITCARD--14-033796 bts Wall guairms Taxi Receipt 001 iwfirms p'aymm of the Lots I OLLsipm Toy.. The Rowivl is n t a Jicenwmi, pe.ilk ora canificaffiell*# the halms a asi ications, to du wain�ess. Molder must c r�rrrply wish any g+�,r a ll kIQU �wheel �brto+rY Is a r qujrent+ is Whic-h j1pplY to the batt Of ernr `�RECEIPT 140.above musl be displayed map'c rsrcaal rhi4; _Miatrr�- Code Scc �, 6 For mm WommtIam- vigill 11"- J14M id�dra • ��� OP ID:DES .4coRo • `..,.•—� DATE YY)CERTIFICATE OF LIABILITY INSURANCE 0611612015 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). CON PRODUCER Phone:305-238-1000 NAMEA T Morris&Relds Inc.4821 SouthyDixiie Highway Fax:305-255-9643 PHONEEM): __ ______ Arc No►: _________ Miami,FL 33176 EMAIL ADDRESS: ER CUSTOMER ID#:NEWLOOK CUSTO INSURER(S)AFFORDING COVERAGE NAIL# INSURED New Look Windows&Doors,Inc. INSURER A:Technology Insurance Company 42376 Mr.Miguel Perez INSURER B:Endurance American Special 41718 11904 SW 181st Terrace Miami,FL 33177 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER MMID LICY LTR EFF MM1DD(EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 DAMAGE TO RENTE—D B X COMMERCIAL GENERAL LIABILITY I CBC10001390802 12/13/2014 12/13/2015PREMISES Ea occurrence $ 100,0 CLAIMS-MADE L" ' OCCUR MED EXP(Any one person) $ _ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE_ $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG j$ _ 2,000,00 JECT POLICY PRO- LOC �$ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) +$$ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS - --- PROPERTY DAMAGE $ HIRED AUTOS (Per accident) NON-OWNED AUTOS ( $ t BRELLA LIAB OCCUR i EACH OCCURRENCE $ CESS LIAB CLAIMS-MADE AGGREGATE $ DUCTIBLE $ TENTION $ $ WORKERS COMPENSATION ( WC STATU- OTH- AND EMPLOYERS'LIABILITY T..LT _Y_.41MIT$ Y!N A ANY PROPRIETORlPARTNERIEXECUTIVE TWC3413992 06/12/2015 06112/2016 E.L.EACH ACCIDENT $ 100,00 OFFICERIMEMBER EXCLUDED? r N/A --- (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ '100,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more apace is required) Ref: Lic SCC 131151563 CERTIFICATE HOLDER CANCELLATION CITYMIS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. Building&Zoning Department 10050 North East 2 Avenue AUTHORIZED REPRESENTATIVE Miami Shores,FL 33138 ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD Property Search Application - Miami-Dade County Page 1 of 5 OFFICE OF THE PROPERTY APPRAISER Detailed Report Generated On:6/17/2015 Property Information Folio: 11-2232-091-0040 Property Address: 1200 NE 105 ST 24 mom. Owner MARIA B GONZALEZ qty ss i 1200 NE 105 ST#24 Mailing Address ' VIVIYIV( IIIIIIp01 MIAMI SHORES, FL 33138 € p Primary Zone 5000 HOTELS&MOTELS- GENERAL ctc��t� enter 0407 RESIDENTIAL-TOTAL Primary Land Use VALUE:CONDOMINIUM- RESIDENTIAL Beds/Baths/Half 1 /1 /1 Floors 0 Living Units 1 Actual Area Sq.Ft Living Area 876 Sq.Ft Adjusted Area 876 Sq.Ft Taxable Value Information Lot Size 0 Sq.Ft 2015 2014 2013 Year Built 2006 County Exemption Value $0 $0 $0 Assessment Information Taxable Value $101,156 $91,960 $91,960 Year 2015 2014 2013 School Board Land Value $0 $0 $0 Exemption Value $0 $0 $0 Building Value $0 $0 $0 Taxable Value $147,140 $91,960 $91,960 XF Value $0 $0 $0 City _.. Market Value $147,140 $91,960 $91,960 Exemption Value $0 $0 $0 Assessed Value $101,156 $91,960 $91,960 Taxable Value $101,156 $91,960 $91,960 Regional Benefits Information Exemption Value $0 $0 $0 Benefit Type 2015 20141 2013 Taxable Value $101,156 $91,960 $91,960 Non-Homestead Cap Assessment Reduction $45,984 Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 6/17/2015 Property Search Application - Miami-Dade County Page 2 of 5 OFFICE OF THE PROPERTY APPRAISER uv'f'S 4 ' Generated On:6/17/2015 Property Information Folio: 11-2232-091-0040 Property Address: 1200 NE 105 ST 24 Roll Year 2015 Land, Building and Extra-Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units; Calc Value Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft.! Calc Value Extra Features Description Year Built Units! Calc Value The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 6/17/2015 Propert Search Application - Miami-Dade County Page 3 of 5 OFFICE OF THE PROPERTY APPRAISERF � x< Generated On:6/17/2015 Property Information Folio: 11-2232-091-0040 Property Address: 1200 NE 105 ST 24 Roll Year 2014 Land, Building and Extra-Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value Extra Features Description Year Built Unitsl Calc Value The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 6/17/2015 Property Search Application - Miami-Dade County Page 4 of 5 OFFICE OF THE PROPERTY APPRAISER Generated On:6/17/2015 Property Information Folio: 11-2232-091-0040 Property Address: 1200 NE 105 ST 24 Roll Year 2013 Land, Building and Extra-Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units€ Calc Value Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value Extra Features Description Year Built Units! Calc Value The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 6/17/2015 Property Search Application - Miami-Dade County Page 5 of 5 OFFICE OF THE PROPERTY APPRAISER Generated On:6/17/2015 Property Information Folio: 11-2232-091-0040 Property Address: 1200 NE 105 ST 24 Full Legal Description VILLAGE DEL MAR WATERFRONT CONDO UNIT 24 UNDIV 5.477% INT IN COMMON ELEMENTS OFF REC 24246-0555 COC 24409-1604 03 2006 1 Sales Information Previous Sale Price OR Book-Page Qualification Description 08/19/2013 $95,000 28781-3851 Qual by exam of deed 01/04/2013 $95,000 28445-1582 Qual by exam of deed 03/01/2006 $216,000 24409-1604 2008 and prior year sales;Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 6/17/2015 14J ti e. .._.....:_.: �i-WAittf-DADE COUNTY,FLOWIDA somw P:I ODUC-f CONTROL,SECTION DEPAATI•IE,NT OF REGULATORYAND ECONOMIC RESOURCES(RI R) 11805 SN 26 Street,Room 208 IIOARI)AND CODI:ADMINISTRATION DIVISION T(786)315-2590 F(786),315--2599 NOTICE OF ACCEPTANCE (NOA) �v�vw.mtnmldnde�nvle�onomy PGT Industries,Inc, - 1070 Technology Drive, Nokomis,Fl.34275 S('QPE: 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 Ilaving Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade; County Product Control Section([n.Miami-Dade County)and/or the AIU.(in areas other than Miami--Dade County)reserve the right to have this product or material tested for duality 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. IZEA. 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 ineet 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 lone. DESCRU 11ON: Series"SGD-770"Aluminum Sliding Glass Doors w/900&1350 corners-L.M.I. APPROVAL bOCUMENT: Drawing No. PGTO130 (former PGT0002 Rev C), titled "Series 770 Alurn. SOD-LM Impact", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/05/07 with the latest revised on 01/_30/15, signed and sealed by I,ynit-Miller, P. E., bearing, the Mf uni-Dade County Product Control Section ltencAval starnp Avidt the Notice of Acceptance number and Expiration (late by the Minmi- Dade County Product Control Section. •• MISSILE IMPACT RATING:Large and.Small Missile impact Resistant •••� •••••• LABELING: Each.unit shall bear a petnattent label with the manu:lactrrer•'s nanM oil'logo,-Ave mate, �����• series, and following statement: :Miami---]fade County Product Control Approved i OUTI S otherw*ise noted herein. ...... .. .... . . . . REVISION of this NOA shall be considered after A renewal application has been Fried and thei a f tis teen ••••• no change in the applicable builduig code negatively affecting the performance of thJs-,1; elVct. •••• •••••• .. .. . ...... TERWEINATIION of this NOA will occur after the expiration date or if there has be.eai a revision or chane • p ...... g in the materials,use,and/ or manufacture of the product or process. Misuse of this 1�[OA a0 art egdorsgment ;• of any product,for sales, advertising or.any other purposes shall automatically tetwt nate this NQA'"tlure to comply with any section of tins NOA shall be cause for terinination and removal dtf.VOA. ... •'• ADW.,RTISEMENT: The NOA. number preceded by the words Miami-Dade County, Frot•itia,'and followed by the expiration date may be displayed in, advertising literature. If any portion of the NOA -is d isplayed,then it shall he done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the 13tiilding Official. "Phis NOA revises and renews NOA No. 14-0123.10 and consists of these pages 1 and 2, and evidence pages F,-I,E-2 and&A,as well as approval d(x:UHICIlt mentioned above. The submittedcdocurnentation was reviewed"by.Jaime D.Gascon,P,E. =IAMIUNTYIE NOA No.14-OI28.1 I. UJI'm]NEW r,;y;ky�`.. Expiration Date: February I7,2U20 Approval Datc: February 12,2U15 sr t`4 `r Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUHTW1 ED A. -DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underprevious NOA No, 14-0123.10) 2. Drawing No. PGT01.30, titled "Series 770 Alum. SOD -- Llvi Impact'°, sheets 01 through 22 of 22,preparod by nxantifacturer, dated OSY05/07 with the latest revised on 01/30115, signed and sealed by Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FITC,TAS 202-94 2)Uniforni 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;2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of altiminrrm Sliding Glass Doors,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.F I L---7554, dated 1110013, signed and sealed by lvlzrlin D.Brinson, P. E. (Submitted raider previous NOA No. 14--012.3.10) 2. Test reports on: 1)Air Infiltration`rest,per FBC,TAS 202-94 2)Un:ifarm Static Air Pressure Test,Leading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Targe Missile Impact'rest per F-BC,TAS 201-94 5) Cyclic.Wind Pressure Loading per FBC,TAS 203---94 6)Forced Entry Test,per FBC•2411.3,2.1,and TAS 202-94 ..... along with marked--up drawings and installation diagram ;Qf,alliminurn ' Tiding 00 0 0 Glass Doors,prepared by Fenestration Testing Laboratory,Inc,,Ttst Rcports`w is '• >{fL-5980--R, F1'"001-R and Z+"U-6015-K have been z*-i jj0:and refs%ued on ; • 12/2910.9, all signed and sealed by Julio Gonzales,P.E. .... 0000.. (Submitted unrler previons NOA No. 09-0826.10) 6 0 9 0 ••••• 06.09. .. .. .. 0000.. 0000.. 0000.. 0000.. .. . 6 099 i Jaime A Gascon,P.E. Product Control Section Supervisor NOA No.14-4128.11 Expiration Date: February 17,2020 Approval Date: February 12,2015 E=1 PCT industries,Inc. NOTICE OF ACC ''Ti'ANCE. EVIDENCE SUBMIT am B. TESTS(C0Ni1N-LJED) 3. Test reports on: l) Air Infiltration Tcst,per FBC,TAS 202-94 2)Uniform Static.Air Pressure Test,Loading per FRC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202--94 4)Large lylissile Impact Test per FBC,TAS 201-•-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per IBC 2411.3.2.1,and TAS 202-94 along with marked--Lip drawings and iristall.ation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5980, FT"993, lq'l --6036, FTU-6001, FTI,,601.4, 18,_6015,FTI,--6017, FTI.,--6023, FTI,-6024, FT-L---6025, FTI,--6028, CTL-6031, Viii-6033 and FTLr 6036,all dated 08/10109,signed and sealed by Julic Gonzales,P.F. (Stibmilled under prepions NDA No. 09-082b.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformancc to and complying with FISC 2010 mid with VBC 5" Edition (2014), prepared by manufacturer,dated 01/30115,signed and sealed by Lynn Miller,P. E. 2. Glazing complies with ASI'M 1300•-09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL.CERTIIe'ICATIONS 0 0*0 1. Notice of Acceptance No. 13-0129.27 issued to E-1. DuPout oNemours'a 030.1 Yue. 6606:* for their`'DuPont Butacite®PV13 Interlayer"dated 04/11/13,' *'* on a2%1 Q 6. •. 2. N otiec of Acceptance No.11--0624.02 issued to E.I. DuPont Del%j idurs Sz moo.,enc. '•• for their"DuPont SentryGlasg Interlayer"dated 08/25111,ex IT14i on 01/14 '17. �•••• ooe .... . ..... F. STATEMENTS ...... ... ..:..- 1. Statement letter of conformance to and complying with FBC V'16*1mon (201.4),issued ••••;• by manufacture, dated 12117/14,signed and sealed by Lynn Mil-W,f�j_,. • 2. Statement letter of confomiance and complying with FUC 2010, Uue$. b �'�•• Y manufacture,dated 01124/14,signed and sealed by Lynn Miller,o*P CEO ••• •••• (Submilled under•previous NOA No. 14-0123.10) • 3. Statement letter of no financial interest,issued by manufacture,dated 01/24114, signed and sealed by Lynn Miller,P.E. (Sctbrrtitled widen previ6r4X NOA No. 14-0123.10) 3ahne A Gasc-04 P.E. Product Control Section Supervisor NOA No.14-018.11 Expiration Date: February 17,2020 Approval Dnic: February 12,2015 PGI'Industries Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STA'1'I+,r!'lENTS (CONTINUED) 4. Laboratory compliance letter for Test Report No. TTL--7554, issued.by Fenestration. Testing Laboratory,Inc.,dated.11/01/13,signed and sealed by Marlin D. Britmn,P.E. (Subu titled under Previous NOA No. 144.123.10) 5, Proposal issued by Product Control,dated 08112113,signed by Jaime D. Gascon,P,E. (S'rrbrnifed underpr:evioits NOANo.14-0123.10) 6. Laboratory compliance letter for Test Reports No.'s FTL--5980_.-R, f"TL fi001-R and V UL-6015-R, reissued by Fenestration Testing Laboratory, Inc., all dated 1.2/29109, signed and sealed by hilic Gonzales,P,E. (Submitteri under previous NOA No. 09-0826.10) 7. Laboratory compliance letter for Test Reports No.'s I+"fL---5980, FTL -5993, FTL-6036, F T L--6001,FTL--6014, FTL--6015, I+"I'L--6017, VJ114023, FT"024, 1171,4025, I4"I'I,--6028, FTU--6031, FT1,4033 and FT1,6036, issued by Fenestration Testing Laboratory, Inc., all dated 08110/09, signed and sealed by Julio Gonzales,P..E. (Submitted under previous NOA No. 04-0826.10) 8. Proposals No.'s 094177, dated 03/17 & 31/09, 094177A, dated 05/07/09, 09-01778, dated 06/09/09 and 09-0177C, dated 11/1.8/09, all issued by Product Control,signed by Ishaq Chan da,P.E. (1.9rrbnr ited under previocrs NOA No. 09--0826,10) G. OTHERN 1. Notice of Acceptance No. 14-0123.10, issued to PGT Industries, Inc, for their Series "SGD--770 Aluminum Sliding Glass Doors `v/ wo Reinforcements", apprwrcd on 02/06/14 and expiring on 02117115. '.••• •••••• ...... .. . ...... ...... ••• . ..... .. .. .. ...... . . . . ...... . . . . ...... Jaime D,Gascon,P.E. Product Control Section Supervisor NOA No.'14-0128,11 Expiration Date: February 17,2020 Approval Date: February 12,2015 E-3 TABLE A: SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Group Anchor — Frame Min.Edge Min. 0 o up Anchor Substrate Member Distance Embedment INCLUDING POCKETS & 900/1350 CORNERS Concrete(min.2.85ksi) HeadISIIVJamb I8' GENERAL NOTES 1 114'Elca Ultraoon Ungrouted CMU,(ASTM G90) Jamb only 2-1/2' 1.114• 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU(ASTM C-90,min.2 kel grout) Jamb only 2-112' 1314• 2)DESIGN PRESSURES: 114"Elco 410 S.S. Concrete(min.3.35 kso Head/SiIVJamb 1' 1,314' A,NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300, 2 CteteFlex Ungrouted CMU,(ASTM C•90) Jamb only 2-il2• 1.114' 1" B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300, P.T.Southam PineSG=0.55) Head/S1plJamb 1.395' 3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS1/4•Etco ultrecon Concrete(min.2.65 ks0 Head/801 _ 1" 1318" PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Ungrouted CMU STM C-90 Jamb only 1" 1.114' WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA #12,18•e or 410 P.T.Soulhem ,W53ne G•0.55) Head(SiIVJamb 3fa* _ 1.368" BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.SMS, Aluminum,8063 T5* Head(Si6/Jamb 3(8' 0.083" 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE, 3 (min.11 threadsAn)— Steel,A38' HeadlSWlJamb 318' 0.050• N Steel Stud,A653 Or.331 Head/S191Jemb 318' 0.0451' INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ksl) Head/SMIJamb 1-U2' vir 1/4'Elo18.8 NARROW JOINT SEALANT. o S.S. LkVrouted CMU,(ASTM 0-90) Jamb only 2" 1.114' 6)REFERENCES:ELCO ULTRAGON,CRETEFLEX AND AGGREGATOR NOA'S,ANSVAF&PA NDS FOR Aggre-Gator Grouted CMU(ASTM G90,min.2 ksl grout) Janbonly 2" 2' WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southam Phe SG=0.65 Head/89!/Jamb 1" 1318' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southam Pine SG=0.55) fiead=VJsmb 9/16" t 3/8• CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). #12,Steel SMS G5, Aluminum,8063-75• Head/81iVJanb 318' 0.083` 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 (min.11 threadeAn) Steel,A36' 1 Wsd/Sl9Wemb 318• 0.0.50 FLORIDA BUILDING CODE,AS APPLICABLE, I I I Steel Stud,A053 Or.33' 1 Hesd/SIM1Jamb 318' 0.0451• TEST REPORTS:FTL-6980,FTL-5993,FTL-6001,FTL-6014,FTL-8015,FTL-8017,FTL-6022,FTL-6023, "MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-6024,FTL-6025,FTL-8028,FTL-6031,FTL-8033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY M(AMI-DADI�COUNTY APPROVED ELCO ANCHORS,SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE RE01"REMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NSA��w)N� 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.PROPERLY SECURED,1X WOOD B KS ARE OPTIONAL IF UNIT IS 2 MAP INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR G EATER.1X AND 2X BUCKS SHEET (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK D SIGN AND INSTALLATION IS THE GENERAL NOTES.............1 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL, EXAMPLE CONFIGS..........2 3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,6 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL 1S NOT REQUIRED,IF USED,NON-SHRINK,NON-METALLIC GROUT, DESIGN PRESSURES.......0-8 MAX,114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS ELEVATIONS.....................16,16 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17 TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............18,19 Olaea Description(Usled from ExteNor to Interior) EXTRUSIONS....................PARTS LIST.......................20,22 T 03 7/16"Laminated!(2)Res of 3116•HS Glass vdlh.090'PVB htedayer PRODUCT R,M WLD G3A 911W Laminated: 2 Utes of 1/4"HS pass wilh.090'PVS(Meda er m complying whh Ow Florida G4 711 (2)Ut 8'Laminated: Was of 3/16'HS Glass with.090'SG Inted er DESIGN PRESSURE RATING IMPACT RATING p� �No - + ' pteteoe ••• • • • • • •• SEE TABLES 1,2 8 3 ON RATED FOR LARGE&SMALL �p{uvtiQn Q1te {+ G4A 9(18"Laminated Utes of 114'HS Glass with,090'SG hied 2 / O G5 1"Lemirvaled I.G.:3118'T Exterior C8 +3/8'Air 8 Ce+71 Lamheledl(2)tilos allitid H&Glaee with.090'PVB IMed 'r SHEETS 8,7 8 8 MISSILE IMPACT RESISTANCE r GSA 1'Laminated 1.G.:114'T Exterior Cap+5(18"Air Space+7/18 Ina (2 14 o1of311C HCdli§s vdtg PW PVB Interia r Rita.•i lI'>F;•'.•-�t,1.L 1 i t}1!1 06 1"Lemtnated I.G.:3116'TExterior Cap+318'Alr Span+7116M.emktatwit(2)L#A of 3A16"HVGI®a v41V1.090"SG interiayet GLAZING NOTES: ` t�ptSti„ 491(( GM 1'Lemtnated LG.:114'T Exterlor Ca +6/16"Air Space+7116"Laminated, Llias of 3118"HS Glass with.090'SG Interlayet "ANN"=ANNEALED ,..,,` ��� '�.tG.NSF 07 7118•Laminated:(2)Lites of 3116"ANN Glass with.090•SO Inca er "HS"=HEAT STRENGTHENED `( •' GIA 9116'Lamhated:(2)Liles of 114"ANN Glass Wilv.090 SGlyderi • 000 • • "T"=TEMPERED )'r r * ; Nv.X8705 G8 t'Laminated LG.:3116"T Exterior Cap+318"Air Space 71 "Ls nates; 2 Lk of AM s44ttb SG interia'er "PVB"=DUPONT.090"BUTAC)TE PVB = G8A t"Lemtnated 1.G.:114"T Exledor Cap+S/1tY Air Space+T4tE'La!!ns10,(2jL*e9of2=Al4NGIa96500toW SG Inteda er "SG"=DUPONT.090"SENTRYGLAS ) en4tnr a,,,pr,,, C) STAifL Of Isaw. 0.1W - ,,, 1070 TU GENERAL NOTES AND MAP ,i �� '•.F10R1UP,-' G\��� NICE Ft 842 rer �� v Ky�•p�+�yy, i SERIES 770 ALUM. SGO-LM IMPACT ss10NA- ` • • ••• "ir r.. i"'" • p �.r c ai,,.e p.ryxw a.. A.LYNN MILLER P.E. ak ar: orvr • • a • • • • • • JR 10110114 • •• 00 0 • Ci4r OMAl/rFMrea9788 800.710 NTS 1 �+22 PGT0130 P.E.#58706 CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1 ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH -- MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw",°Jc","KW OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH c PXXXXP.PAX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 13 PER TABLES 1-31 13 CAN BE OXXXp. �\f 2fI0NS 2)90°8135°CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. MAX,UNtT i aMAX.UNIT i�je 3)FOR NOM,PANEL WIDTH,SEE TABLES 1-3. HEIGHT Qti HEIGHT t i C-% �� "X"=OPERABLE PANEL, PER TABLES 1-3 i PER TABLES 1-3��` ` 0 "O"_INOPERABLE PANEL, ia` " "=POCKET OCKET � �DETAILLETTER w =WOOD OR METAL INSTALLATION 1-PANEL 2-PANEdW "c =CONCRETE INSTALLATION CONFIGURATIONS CONFIGURA —SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" NOM.PANEL WIDTH t NOM.PANEL WIDTH 13 1 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" PER TABLES 1-3 PER TABLES 1-3 I I y ia� c c i o MAX.UNIT MAX.UNIT t 1 t z ro HEIGHT n y HEIGHT it&: PER itis PER TABLES 1-3 � � � } � TABLES 1-3 I � POCKET �$� � � � � I POCKET � » 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTHNOM.PANEL WIDTH PER TABLES 13 1 Ae 3 PER TABLES 1-3 PRODUCT RENBWW F 1 as cmplytr,8w1vj*0Florida 1 1 F % 1 t 1 E % •'1/1 CL2i o p MAX.UNIT '� AcaSEEpi 1.12E 1J- MAX.UNIT •� 9 i i�i • t ;y HEIGHT NOTEP+ros.n�51E (Z HEIGHT t • • • • •�• �'°� PER / z,rN�s Ay:777-1! • • • • {�•• • o� SNEET. nti»n+i I'ri's Pr, PER TABLES 1-3 L r • i TABLES 1-3 `1tTPliiylj^` POCKET ' pN ,.F EXTE C �C1��•'L�GFNgE'•.�tC,P 5-PANEL G&NF1t JRATI(ZNS'i• CORNER,TYP. 1 3 ' No.58705 •• • • • • • • (OUTSIDE CORNER SHOWN, • •• • •• • • • 000 • 000 • •• • INSIDE CORNER SIMILAR) r 3 a{, er 0.* uwpro" 0� STATL'.dF �l7 1070 TECNN'OIOGVORIVE EXAMPLE CONFIGURATIONS ;FS •.Fcoma!*., 0� ` •• • . • • �NIrj,n 34VS m '�S�OfVA[.� 0 I • SERIES 770 ALUM. SGD-LM IMPACT I/11"11110' ..• I9=1}43�1soo _ � so.Y: �""t Q'^'��HO' �' A.LYNN MILLER,P,E. JR 1W11N14 • •• •• • • BERT erP49VINM2HY9B 80D 770 NTS 2 d 22 PGTO130 P.E#58705 EXAMPLE CONFIGURATIONS - CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS !+ - ---- -- 355-7116"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB I 300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION. NOM.PANEL WIDTH EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION CAN BE OXXXp. t 19 t9 ijj } 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION & OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT HEIGHT, 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 96"OR 120" "X"=OPERABLE PANEL, LL s POCKET i y "O"=INOPERABLE PANEL, POCKET 6-PANEL CONFIGURATIONS 1 1 DETAIL LETTER MAX.UNIT WIDTH 6R�,_'W'-WOOD OR METAL INSTALLATION ® "c"=CONCRETE INSTALLATION NOM.PANEL WIDTH 3 1 SHEET NUMBER PER TABLES 1-3 5' Jc i DLO WIDTH=NOM,PANEL WIDTH-7 H 9 1 i DLO HEIGHT=DOOR UNIT HEIGHT 10.125" F-m di� /L2N CL2-A d�N ilf!L- 1 ° i,�&q PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" MAX.UNIT a y HEIGHT 19 1 i g PER TABLES 1-3 POCKET Wy 7-PANEL CONFIGURATIONS f MAX.UNIT WIDTH NOM.PANEL WIDTH a PER TABLES 1-3 1 I �co plyk*wI*FfwW c I Hc(idi»g Cody f N. MAX.UNIT 1 1 • • • i i R� Ex luau M � d HEIGHT i 1 •: • • : I� u�1 PER TABLES 1-3 I / / / • / • • • • •/ • / I 4q� N,ivmi n �1+40�1RrhNS°} • cif•• ••�• • �•• / I c¢ o \-YNN / POCKET j y ��� ,t`�N.•• ,l(� �i 8-LDANE%C0NFl0L"ATI0NSter-- J • • • No.58705 • • • • • • • • 3 12 2 '✓ 1s W xevsaBr beM: rt�wwro: aoysa ���•'•• STITE OT ... . . 1070TE H NOLOGYDRIVE EXAMPLE CONFIGURATIONS %'c�s'..FcoRw?;•^�C�\, LSERIES 770 ALUM. SGD-LM IMPACT TO . . sue ar..e c�..e•� ro r wa"sBy. oua,: r0 oea. • •• •• • • • •• • b.LYNN MILLER,P.E. JR 10/10/i4 ••• • . cERr.QF;Wm-#N296 ® sGo»Q NTS 8 w 12 POT0130 v.E.a sa/os f GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A V 7/16"NOM. 7116"NOM. -• 1"NOM. -� 3116"HS GLASS--\ 3/16"HS GLASS 3/16"HS GLASS .090"PVB .090"PVB .090"SG 3116"HS GLASS 3116"HS GLASS 74 3/16"HS GLASSk 318"AIR SPACE 74 82 823/16"T GLASS 83eXTewoR 3/4"NOM. EXTER40 3!4' NOM,GLASS 55 rBITE GLASSBITEEXTERIOR ago Z, 80a7954 55 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1" LAMINATED I.G. GLASS,TYPE G5 I 9/16"NOM. 9116"NOM. l"NOM. 1/4"HS GLASS 1/4"HS GLASS 3/16"HS GLASS —. .69Q"PVB .090"PVB .090"SG 3/16"HS GLASS 4" 1! HS GLASS 74 1/4"HS GLASS 74 5/16"AIR SPACE 74 1/4"T GLASS 82 82 83 3/4"NOM. 3f4"NOM. 3/4"NOM. EXTERIOR GLASS EXTERIOR GLASS 66 GLASS BITE a BITE BITE EXTERIOR B1 81 79 54 54 55 =yteg will 60 Fwidu /f 9/16"LAMINATED GLASS,TYPE G3A 9/16"Um NATki;4-AS,T IPE G4A 1" LAMINATED I.G. GLASS,TYPE G5A • •-• - - - •—T Miami M&product Conliul GLAZING NOTES: `\\ aNy LYNN 4,1� "ANN"=ANNEALED "HS"=HEAT STRENGTHENED • 000 • ••• • • "T"=TEMPERED • • • • • • • • • = s4 i No.58705 "PVB"=DUPONT.090"BUTACITE PVB ••• • •• i • ••i i i i i = "SG"=DUPONT.090"SENTRYGLAS • •• • •• • • • -t STATE:OF 11/- Row- 1070 niFOL 1,7WE _GLAZING DETAILS .,FC Q���t.•''��; . N�yrxx >a: SER/ES 770 ALUM. SGD-LM IMPACT ''`s�5'/nN - • i i• • a.aa*r a� adr. an ae a..syw rt.. �UYMM j.}Il lEk P E. JR 110110/14 nw • •••• giRraDFA(rH.iSZAY.9 • SGO-no NrS 4 w 22 POT0130 PE.#58705 . ---- I GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A 1"NOM, 7116'N OM. l"NOM. 3116"HS GLASS 3116"ANN GLASS 3116"ANN GLASS .090"SG .090"SG 3116"HS GLASS .090"SG 3116"ANN GLASS 316"AIR SPACE74 3/16"ANN GLASS 74 318"AIR SPACE 74 3/16"T GLASS 3116"T GLASS 82 83 _... 83 314"NOM. EX3/4"NOM. TERIOR ALAS$ 314"NOM. 56 55 GLAS$ a GLASS BITE BITE BITE EXTERIOR EXTERfOR X 79 60 79 55 54 55 1"LAMINATED I.G.GLASS,TYPE G6 7116" LAMINATED GLASS TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1"NOM, 9116"NOM. 1"NOM. 3/16"HS GLASS 3116"ANN GLASS .090"SG 114"ANN GLASS .090"SG 3/16"HS GLASS •090"sG 3116"ANN GLASS 5116"AIR SPACE 74 114•ANN GLASS 74 6116"AIR SPACE74 1/4"T GLASS I 114"T GLASS 82 83 83 3/4"NOM. EXTERIO314"NOM.R GLASS 3/4"NOM. 56 GLASS ;BITE 50 GLASS BITE BITE EXTERIOR EXTERIOR 81 79 79 RODUGT ItET+I[SWSD 54 55 Atoatiplyb%wilhtheFloridl, 55 Pcepla 8AcprytaLudt uildiog G x•No GO •• ••• • • • • • •• �ion! 0 ���3 O 1" LAMINATED I.G. GLASS,TYPE G6A : 9/16"(A14111�1A'f�D�LASS,TYPE G7A 1" LAMINATED I.G. GLASS,TYPE GSA ap — 1-4 • •• • • • • •• MixmiDDaDa<k Pr x t ,,hv., -y GLAZING NOTES: •• •• ••• •• • • • ,ONy LYNN 49,�`iii�J "ANN"=ANNEALED ,•'��ceNsE .•rp "HS"=HEAT STRENGTHENED • ••• • ••• • • ;1: ,� "I'=TEMPERED • • • • • • • • • No.58705 _ "PVB"=DUPONT.090"BUTACITE PVA • ' ' ' ' • • • _ _ "SG"=DUPONT.090"SENTRYGLASoff• • ••• 0• ••• ••• ^.D 'fit `S I -"Q "."aur. o"x Hn•a•: a,°c�°'' :�(� '• S1,ATE OF�- l/J: 1070 r cltNoiocrrnuvE GLAZING DETAILS G��: N.VENICE.R.d4�76 m" ii �1 ••. .,.. ' raut+aia,eoo:• SERIES 770 ALUM.SGD-LM IMPACT '��;S�UN, ••• • • a«w,xuner s sane Iu'''*o^a xr. A.Ldislvb.Y�L�h,P.E. d" 1a1a14 JR R °10 a"d °e B • • • CC/tT.pFA1:i.N2" d E' ® SOD-770 NTS 5 22 P=130 R #68705 .. .. 0 TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(for all approved Sill Height to Max.(+)DP be configurations on Sheets 2&3) Maximum bfor all sizes:+601-60 (Water IMlliration Rating) For comer astragal anchorage on 80"or 135°comer units,see sheet 11 (May e limited by Table 1A) Sill Riser Height (+)Design Flat or Box,see Table applies to Glass Door Unit Height ( PSI` 3,3A,5,5A,7,7A,8 Sheet 17) Pressure,Ps &BA and the Stile I Astragal 69-7/8 DLO 3- 8 9- L t35-718"DL Flush•1-112" sea note 3 types shown below. Anchor Group Anchor Group Anc r Group Anchor Group Lav-2.117' +48.67 1 2 3 4 1 2 3 4 1 1 2 3 4 1 2 1 3 4 1 Medium-3-1/4" +60.0 Hea Si +1 +1 + +1 + + + +1 +1 C4+1 C4+1 C4+ CQ+1 +1 04+1 1 Hi 4" +80.0 24" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 SEE NOTES 1-3 P-hook 6+7 6+7 6+7 6+7 7+8 7+e 7+8 7+8 7+6 7+8', 7+8 7+8 7+8 7+8 7+8 7+8 Flead/Sill C4+1 04+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+11 04+1 C4+1 C4+1 30" 2-3- Jamb 8 8 8 8 8 8 a 8 8 8 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Sr Head/Sin C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 a 36" DLO Jamb 8 8 8 8 6 8 6 a 8 8 ' 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Tt8 7+B OH LENGTH Head/SiU C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 z 42" D Jamb 8 8 8 8 8 8 6 8 8 8 8 8 8 8 8 8 0 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FU IOH RATIO Z 1 Head/Sill C4+2 G4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 04+2 = 48" DLO OI Jamb 8 8 1 8 8 8 8 B 1 8 8 8 8 8 8 8 e 8 1 O ❑ P-hook6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 T+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTES: OH RATIO=OH LENGTH OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL, 2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE OLD WIDTH= TABLE 1A. NOM.PANEL WIDTH-7" 3)4-,3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FL*DA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. j 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Interlock P-hook Lockstile lamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135"Astragal Lockstile @ Assembly Straight Astragal Assembly 90*Astragal Assembly 135*Astragalas PRdQiltTa&dSWf'U Standard Stiles Standard Stile Standard Stile standard Stile Standard Stile Heavy-dutyStile Hea -dut Stile Heavy-duty Stile Heavy-duty Stile SWIdW brgwltlrdxFlofida vY Y `/Y- N W Y 9aitding Code Insi a Ll Aeoeprsrwe No _ 128- St arrjgsyag�l . . • • utside Co outside s • • • • • • • Corner • . • • . • . . Corner • • n,dt �,l flH;�a • • •• Inside S ��� aY t.Y tq CTorner Outside r • Inside1Corner ` Q�> ,'L�CENS'E: '',FP i Corner • •s• • *Part 061(Stile) Part#61(Stile) �< tJo.08705 eart't�,a(Stile} • • Parti1119(OuL) Part 060(x2J Part 060 Part 060 Part#61 Port 0118(Corner Parts tl31&N32 Part 061 ; Part 069(Astraga)11 • • Part 0120(In.) •• • • i • • •• • Receiver) (Corn.&Fxd Mount) ey. o.a: RWkW* a."ra.. %�j STAT[OF 10MIFECH"00YnaN6 DPANDANCHORAOE ���� '•.FtOKt9 ��i •N.YEN(��1�9�76� '°'. SS��JNA1-�'�(�` SERIES 770 ALUM.SGD-LM IMPACT lit ,I,,%\ a.0 aw •..hr�. R«F JR• 10l1Q/14 �: • •• • C*9R7l0FAtlnL��g • 306770 NTS 6 d 22 PGTO130 A.LYP.E.059 05 P.E. TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for ail approved conftguratlons on Sheets 2&3) Maximum DP for all sizes:+601-60 For corner astragal anchorage on 90'a.1351 comer units,sea sheet 11 (May be limited by Table 2A) Table applies to Glass Types Door Unit Haight 4,4A,6,6A,7,7A, 8&8A 80" 1W 90" 98' 102" 108' 114" 120' and the Stile/Aalragal types 89-7f8'DLO 737th'DLO 79.7/8'DLO =L-w4g- 1-7f8-DLO 97-7/B'DLO SO•7/8'DLO � 109.7!8"OLO shown betow. Anchor u Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 1 2 3 4 1 Z 1 3 1 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 H"Sib + + +t + +1 +1 04+1 C4+1 C4+t + + C4+ + + +1 +1 + + +1 + +1 C4+1 +1 C1+ ♦ + + + +( +1 Cq+ G1+1 24' 1171 DLO Jamb a 8 8 8 8 u8 8 8 8 8 8 8 8 a 8 e 10 —10 t0 10 to 10 10 10 t0 10 10 10 10 10 10 10 P-hook 6+7 6+7 0+7' 6+7 7+8 7+8 1+8 7+8 7+8 7+8 7+8 7+8 7+6 T+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+0 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 HeadfS81 04+1 04+1 04+1 04+1 C4+1 04+1 04+1 04+1 C4+1 C4+1 CA+t C4+1 04+1 04+1 04+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 04+1 04+1 C4+1 04+1 04+1 04+1 C4+1 04+1 04+1 04+1 C4+1 30' D3LO Jamb 8 8 8 8 8 8 8 8 8 6 6 8 8 8 9 8 10 10 t0 10 10 10 10 10 10 10 f0 10 10 10 10 10 P-hook 6+7 0+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 T+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 s+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+to 9+10 9+10 9+10 9+10 9+10 Head/Sill C4+1 04+1 04+t C4+1 C4+t 04+1 C4+1 04+1 C4+1 C4+1 CA+1 C4+1 CA+1 C4+1 C4+1 CA+1 04+1 04+1 04+1 C4+1 04+1 C4+1 C40 C4+1 C4+1 04+1 C4+1 C4+i C4+1 C4+( Cd+1 C4+1 38' DLO Jamb 8 8 8 8 8 8 8 8 a 8 8 8 B 8 8 ' 8 10 40 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P hook 6+T 8+7 8+7 8+7 7+8 7+8 7+8 7+8 r*8 7+8 7r8 7+$ 7+8 7+8 1+8 .7+8 8+9 8+9 8+9 8+8 a*9 8+9 8+9 6+9 8+10 9+10 9+1019+10 9+10 9+1010+10.9+1 y 3W HuNSIN C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+t C5+1 C5+1 04+1 C4+1 C5+1 05+1 4Z' DLO Jamb 8 a B 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 f0 10 10 10 10 10 10 10 10 10 10 • Plwok 6+7 8+7 6+7 8+7 7+8 7+6 7+B 7+8 7+8 7+8 T+B 7+8 7+8 7+8 7+8 ,7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 6+9 9+10 9+10 9+10 9+10 8+10 9+10 9+10 9+10 Headf811 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C41+2 C4+2 C4+2 04+2 C4+2 C5+2 C5+2 C4+2 C6+2 C6+2 C5+2 C5+2 C6+2 C5+2 C6+2 z 48' Ol0 Jamb a 8 B a 8 a B a a a a 8 8 a 8 a 10 10 10 10 10 10 10 t0 10 t0 10 10 10 to 10 10 P41" s+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+912 -- 9+10 9+10 g+10 9+10 9+10 9+10 o+to HeadlSill C4+2 C4+2 C4+2 C4+2 C4+2 04+2.C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2104+2 C4+2 64' DLO Jamb 8 9 a 8 8 0 8 a 8 8 8 8 a 8 B 8 Pdrook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+ 7+8 Not available in these Sizes 63. Mead1siil 04+2 C4+2 04+2 C4+2 04+2 C1+2 04+2 04+2 C4+2 C4+2 C4+2 C4+2 04+2 04+2 + C5+2 80' 63.DLO Jamb 8 8 8 8 8 8 6 8 8 8 8 8 8 8 8 8 P•hook 8+7 8+7 6+7 6+7 7+6 7+8 7+8 7+8 7+8 7+8 1+8 7+8 7+6 7+8 + 7+8 NOTES: O= EXAMPLE ON SHEET 9 DLO WIDTH= 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114'SILL. 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL, TABLE 2A: NOM.PANEL WIDTH-7" POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(+)DIPDLO HEIGHT= (NEGATIVE PRIES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH �. DOOR UNIT HEIGHT-10.125" 3)4",3-114'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112" _ Sill Riser Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design C9 (Flat or Box,see uj PANEL HEIGHT= POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,pat = OH RATIO 2 1 Sheet 17) DOOR UNIT HEIGHT-1.866" AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS 3 p NOT RATED FOR WATER INFILTRATION. Low 2 U2` +46 Flush-1•i/2" see note to 4)SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. .67 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium.3-1/4', 160.0 4"- 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High +60.0 OH LENGTH INSTALLED. SEE NOTES 1-3 OH RATIO= OH HEIGHT THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstlle @ Jamb Straight Astragal Lockstile @ 9t)'Astragal Lockstile @ 135'Astragal Lockstile @ pR0f)ViL•REN1lWfJI Assembly Straight Astragal Assembly 90'Astragal. Assembly 135'Astragal m oomplyLn8 w41hfix Fbridu Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile Hea -duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile nuildiftC.ode Acceptance No � 5ta�dardalKhagM ••• s i ••outside Corner Outside Inside Comer • • • •w_•f •j�• Corner �l • • Miwni Dade' act C?tlrrr • • •• Inside ` Ut�� LYNN Inside Co Corner Outside `.` Corner ; ,,art llll(Stile) � Part#119(Out.} No. 8705 girt#6S(Astiagai). t#61(Stile) Part 461(Stile) _ 5 • • • • • -• Part#61(x2) Part#61 Part#61 :PartV610 • •Past#118(ComPart#120(In.)(Corner Parts 931&#32 Part 061 • • •• • • r • • •• • • •Receiver) (Corn.&Fxd Mount) ••• • so a 4r- Mn"W' ewwar: owVeu. Ute'. ,kT/r'r2=90.' \��(U� rola TEcaJOLoovnruvEDP AND ANCHORAGE At VENICE,FL J43TdrrK /�StS ' \[� ,, • 0SERIES 770 ALUM.SGD-LM IMPACT '�,/0NA1 ••• • • a.r.a+f t sew t.sr 1*..+n✓w e+ A.LYNN UiLdIR"P.E. a.r me. • • • • 'L • • [�- ff JR 11110114 . .. • C�RT�FAtlrn.iM1iT11s • soo-77d NTS 7 d 22 PGTO130 P.E.asaTos • TABLE 3; TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for ail approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+}DP For comer astragal anchorage on 90"or 13W comer units,seasheat it (May be limited by Table 3A) (Water Infiltration Rating) Door U Height Sill Riser Height Table applies to Glass Types 4,4A, 8D" 84' 90" 96' 102" 108" (Flat or Box,sea (+)Design 6,6A,7,7A, 8&SA and the Stile/ 8 -718 ! 79.7/8"DLO 8" O 91-7/ir OLO 97-7181 DLO Sheet 17) Pressure,psi Astragal types shown below. Anchor Group rk er roup Anchor Group nc roup nc r Anchor Orou Flush-1-1l2" see note 3 1 2 3 4 1 2 3 -4 1 2 3 4 1 2 3 4 1 1 2 3 1. 4 1 1 2 1 3 1 4 Low-2.1(2' +46.67 ePwaum +. + +' psi Medium-3-V4' +IM 17" Heawsyl C40 C4+1 G4+1 +f +1 +1 C4+1 C4+1 +f C4+1 C4+1 CG G 4+1 +1 G+1 G+1 G+1 +1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G+1 24' G G G G High-4" DLO jamb 8 8 8 8 8 8 8 8 8 8 $ 8 8 B 8 8 10 1 10 1 10 1 10 1D I10_ 10 10 SEE NOTES 1-3 P-- 6+7 6+7 8+7+7 6+7 7tt3 T+8 7+8 7+8 T+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8tg 8+9 6+9 8+9 8+9 8+9 D"Ign Presaare +/•900P3f +1$2.5 f +1.76.0 PSI 3W23' Head/Sill C4+1 C4+1 C4+1 C4+1104+1104+1 G+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 CO G+1 C4+1 G+1 C4t1 04+1 C4+1 C4+1 C4+1 G+1 t DLO Jamb B 8 8 1 8 1 8 I 8 I 8 8 $ 8 8 8 6 8 B 70 to 10 10 10 t0 10 10 P-hook 6+7 1 6+7 1 6+7 1 6+7 1 7+8 1 7+8 1 7+8 1 7+8 1 7+$1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 8+9 1 8+9 1 8+9 1 8+9 8+8 1 8+9 1 8+9 8+9 D•algn Pro MAP +/.90.0 pat +1.82.6 pef +1--76.0 pot 29" Head1818 C4+1 C4+1 C4+2 G+2iC4+t C4+1 G+2 C4+2;C4+1 C4+1 C8+2 06+2 C4+1 C4+1 C6+2 C6+2 G+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 - DLO Jamb e B 8 8 8 8 8 8 8 8 8 8 B $ 10 8 10 10 10 10 10 10 10 10 P-hock 6+7 6+7 6+7 6+7 7+8 7+$ 7+8 7+B 7+8 7+8 7+8 7+8 7+$ 8+9 $+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Press" +/-90,0 pet +1.82.5pst +1-75.0 pof OH LENGTH ��- 42" 35" Head/Shl G+2 C4+2 G+2 C4+2 G+2 C4+2 C5+2 C5+2 C5+2 05+2C6+2 06+2 C5+2 C5+2105+2105+2 05+2 06+2 C5+2 C5+2 06+2 06+2 C6+2 05+2 DLO Jamb 8 8 8 8 $ 8 8 8 B 8 10 8 8 8 10 8 10 10 10 10 10 10 10 10 P-hook 6+7 7+8 7+8 7+8 7+8 7+t1 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+8 6+9 8+9 8+9 8+9 8+9 $+9 8+9 8+9 8+9 1 8+9 FU OH RATIO 2 4 Dealgn Pressure I V-00.0 psf ISee Note A below. +1.82.6 pof +1a5.0 sf = 11 �" 41• HeakUSitl 04+2 C4+2 C$+2 C5+2 04+2 C0+2 C842105+2�&�+2M+2C6+2 C5+2 C6+2 C8+2C8+2 1±2C5+2 C8+2 C6+2 C6+$ C5+2 C6+2 C6+2 O DLO Jamb B $ 8 8 8 B 10 8 8 10 8 101010 10101010P-hook 6+7 7+8 7+8 7+87+8 8+9 8+9 8+9 8+9 8+9 19+1019+10 9+109+i0 9+1D 9+10 8+9 1 9+i0 I 9+10 9+10 J— FOR EXAMPLE ON USING TABLE,SEE SHEET 7: NOTE A+/-90.0 PSF FOR GLASS TYPES 4,4A,8,SA,7A, 8&8A; }1-87.1 FOR GLASS TYPE 7 NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES 1N TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH HEIGHT 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 4$.67 PSF MAX.WHEN USING THE 3-1/4"SILL;POSITIVE WATER NOM.PANEL WIDTH-7' DP IS 80.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 3)4",3-1/4"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"$�L IS NOT AND DOOR UNIT HEIGHT-10,125" MUST ONLY BE USED WHERE WATER RESISTANCE ISNOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866- 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION, 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Straight Astragal Lockstile @t 9D"Astragal Lockstile @ 135'Astragal Lockstite Interlock P-hook Lockstile IT Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal PIt0D1WTftEN9ff0 m compiytn$wtlhdw Flo" Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Building CD& A 124,4 14 Acctplvkes N• Heavy-duty Astragal •• ••• • • OuRsid�Coroer, • Outside Ins h o w • • • • • Comer • •• • • Corner T- • • • P liaud Dods Pr qy � • •• Inside41/� Corner — Outsid i Insideorner + ••• • •eart 61(Stile) Part#61(Stlle) sY Part#61(Stile)• • • Part 1119(Out.) - No.58705 Part#61(x2) Part#61 Part#61 Part#51 dirt oi18 jtol�ker• • Parts#31&#32 Part#61 Part#68(Astrag#I) • • • :Part#120(In.) _y - • • • • • RateiveQe • • (Corn.&Fxd Mount) = , _ R.14r nrateon STATE 0r Z 10707ECHNOLoorDRNE DPANDANCHORAGE N.000�,jpp�7; ; SERIES 770ALUM.SGO-LM IMPACTDOW �'����QN�l� ,t� • •, • serK e'"�nM' A`r A.LYNN ULL�'�,P.E. i livla 14 c4r,404 • ®• 8OD-77-0 NT.S 8 a 22 Po7t719U P.E.ri 60705 NO FRAME `7f8`f8"P-HOOK ANCHORAGE CONSISTS OF: ---- SEE"G5"CLUSTER SEE JB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH SEE"C5"CLUSTER DETAILS, OR ASTRAGALT 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR REQUIRES"CO" SHEET 10 FOR INTERLOCK NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 24"MAX.O.C. POCKETS INTERLOCK CLUSTER,SEE THIS AND 60"NOM. SHEET SEE POCKET _ y PANEL WIDTH DETAILS,SHEET 11 x x (8)P-HOOK _j'\ JAMB MOUNTING - Xx x x x , x x xxxx x 8'MAX. INSTALLATION, ADAPTER W MAX. 1� x x x x x x x Yx x x x x x� THIS SHEET ANCHORS MIDWAY 1 , i i_3,� x x &SHEET 14BETWEEN P-HOOK ®' IDI 4 PAIRS OF \ ANCHORS&AT 3" 1 I) D x=FRAME x x ANCHORS 1 ', A FROM BOTTOM ! � 14' I®� I o ANCHORS UNIT (ANC ORS) 1 21'MAX. > MAX O.C. 1 HEIGHT O'O' P ER JAMB 4.051" MAX.TO OPENING y ®I +^' 14'MAX.O.C. 0®=P-HOOK EDGE OF POCKET SEE I o{-- O ANCHORS x x IL SEE MB DETA INSTALLATION o� ISI DETAILS'Jc'&'Kc', m� IDI mD=P-HOOK BELOW) END PANEL SHEET 14&PART w (®I I I MOUNTING x ANCHQRAGE DETAILS J`&'K', i , ° 3•MAX. ADAPTER x 24"MAX. (2 ANCHORS) SHEET 19 FOR i a 1 ANCHORS X O.C. "+2" P-HOOK X x x - x X X xxxxx x, .✓/END PANEL ANCHORS END PANEL , x' x, x 6'MAX. ANCHORAGE SEE ANCHORAGE x x x x ANCHORAGE x' x x x x x' ,+2, SKETCH BELOW) le I (SEE SKETCH BELOW) �.+2' �•+7 —\—..2- ANCHORAGE CENTERLINE 8'MAX., ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24"MAX. EXAMPLE:5-PANEL 2 TRACK 90°OUTSIDE CORNER- MXXO'-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. JW x 96'NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE: - NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS CrB: EXTERIOR HEAD OR SILL IF A SPLICE 60" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK. NOM. • % WTERLOCK APPROPRIATE TABLES,SHEETS 8.8 AT EACH INTERLOC<AND STRAIGHT AND CORNER MAX, PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF A)DITiONAL INTERMEDIATE O.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.1,AAXtMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY, 5.64" '+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR - CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT� — 3,5" REQUIRED AS PER THE FIGURE AT RIGHT: or�PNrFgn�of 6"MAX. CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14'MAX.ANCHOR 2-TRACK OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE ME JAMB pltoDUCtRVNBwt o P-HOOK ANCHOR DETAILS ON SHEET 14. "+2"ANCHORAGE ANCHOR PAIR ro complying vviA the Flo" REQUIRES SEE"C5"CLUSTERI END PANEL t)nildirlCadc CENTERLINE CENTERLINE :12 , "C6"CLUSTER,SEE f DETAILS,SHEET 10; �; ANCHORAGE A' ion DETAILS, • DETAILS,SHEET 11 I—INTERLOOK :FC M•TRAGAL+ • • ' ASTRAGAL (2 ANCHORS} 6" i0"� I2 I4.051, i • • "• • • • i MAX._ ''vnithdn • s • • • • �� LYNN a114 - - - CENTERLINE • (•jEf�l11LINE • • CENTERLINE No.58105 _ EXTERIOR "+2"ANCH RRGE • • �2'eANCHORAGE OF PANEL 3 • ��OF PANEL 4 • • • • OF PANEL 5 _ F- _ - - SEE SHEET 11 FOR OTHER INTERMEDIAlt ANtkIORS•• • s • ' rtew° . •• o Desk 1dsAWr • • • +e w. I" 1 t S cu S(A Or <(! o, �. A, 1o7o7�CWNOLoaroxroe ANCHORAGE SPACING&EXAMPLE PLANSaow N.VENICE FL 34275 SERIES 770 ALUM.SGD-LM IMPACT r/ONAt1.,�' ` D/!l4BaAY800 : : • : ,� eah G'"K prntvxw rtuc A.L4(J1.1 MILL,P.E. ace' • d 22 PGTOi30 ?.easa�o5 JR &104 fir. ATH. soo-no NTS 9 ASTRAGAL OR 6"DIAG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE SPLICE LOCATION � 2 04" INTERLOCK- --IF NEEDED INTERLOCK+-+ CONDITION,USE INTERLOCK+-�IF NEEDED 2.04" CENTERLINE + CENTERLINF "C6"CLUSTER DETAIL) CENTERLINE + 3.51. —►4 1.75' !.__ FxTERroR 6"DIAG. ' 1.75" 7" DJA20 3.5" 21"DIAGW—AG. MAX.. 4" O.C. ExTewoR 2.04" �_ 4' 21" MAX. EXTERIOR 4"DIAG. " EXTERIOR O.C. It LI IN 6"MAX. 2-TRACK FRAME HEAD/SILL I/ 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL _ r A ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER F'2 TRACK 6" ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"CS") FRAME JAMB MAX.ANCHOR PAIR 4-TRACK ASTRAGAL OR�SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL ORSPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK IF NEEDED INTERLOCK- CONDITION,USE INTERLOCK--i`IF NEEDED EXT ANCHOR PAIR CENTERLINE + CENTERLINE i "C6"CLUSTER DETAIL) CENTERLINE > .� 3 5" 2.04" 3.5" ---- 3.5" 7" - ANCHORS MAY BE INSTALLED _ __. - �F••• _ - 21" EITHER IN THE EXT.OR INT. 2.04° 4"01AMAX. TRACK(INT.SHOWN) 4.06" _.G. O.C. 2.04" _ NOTES: _ 6.64" EXTERIOR EXTERIOR 4"DIAG. XTE R 3.5" 1.ALL DIMENSIONS SHOWN IG3 5" ARE BASED ON MIN. 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEADISILL 6"MAX. ALLOWED. Q ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK �� 2.FOR HEAD OR SILL SPLICE (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 13-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"CV) ANCHOR PAIR P-HOOK SEE SHEET 9. ASTRAGAL OR I.�.SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED INTERLOCK-4— NEEDED INTERLOCK (FOR SPLICE INTERLOCKS CONDITION,DO NOT CONDITIONS ONLY: CONDITION,USE CENTERLINE USE THIS DETAIL SPLICE LOCATION CENTERLINE + CENTERLINE I "06"CLUSTER DETAIL) ) t4"DIAG. -+I 1.76" 3.5" 3.5" 3.5" 72.04" 4"DIAG. 2.04" 4"DIAG. 2.04" o,,,,glyiwilhWFlocidn -142.04" 6.37' DIAG g1>me _ 4"DIAG. • •.-:� � � � � • I _ 7 • • • 2.04" OR XTER3...5."_ le..t.,.nr.EXTEEXTERIOR .5etet=� ---; ID 4-TRACK FRAME HEADISILL lr,j 4-TRACK FRAME HEAD/SILLID 4-TRACK FRAME HEAD/SILL ' Cod ASTRAGAL OR INTERLOCK ASTRAGAL•Of;kNfP•Itl OCK • • •'• ••• IM ASTRAGAL OR INTERLOCK - No.5875 (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER • • • EUSE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4") ANCHORS ARE � • • •• • • ' t�-:�.. f FIUI "C5°• •• • • • WITH&WITHOUT SPLICE CONDITION -O fY= �w ems. STATE 000 • ••• %��•' StoTATE OE +oro r£cr+xor 0 YDRA06 ANCHORAGE EXAMPLE CLUSTERS ^` /OVAL IaaNea�eao • • • • SERIES TTOALUM.SGD-LM IMPACT 'tt„+++++, ct s«F.war e°w• a..rona p.. �JRr 9atOJtO �"� r.o�,q{rM, az • • sc+ano NTS 10 a 22 PGT0180 A tYP.F.0 58706 NN MILLER, E _ ••• 0 • • ..� a 2.0411, 2,04" INTERIOR 2.0V 204" NOTES: INTF4 I0R INTERIOR ' 1.ALL DIMENSIONS SHOWN ?4'CIAG. 7' T�40IAG T 8.94" ARE BASED ON MINIMUM 0.12" 6.112' 3.5" 3.5" ALLOWED, R INTERJO / 1� INTERIOR 1 7" INTERIO INTERIOR 2.DETAILS DEPICT ANCHOR OR 90, :3;. -` 3. EXTERIOR AND AND SPACING, EXTERtOR AND WOULD BE IDENTICAL EXTERIOR "DIAG. VDIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. T 3.5" 4" "+1"ANCHOR TE 7" — 4' 4' 2.0 EXTERIOR 4' 7. 2.04P EXTERIOR 2.04" 2.04' 8.94" 90'CORNER 90*CORNER 1135'�ORNER 135°CORNER 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER OF PANEL ANCHORS ARE REQUIRED,'�q4D ANCHORS ARE REQUIRED,'C6') ANCHORS ARE REQUIRED,-P4 ANCHORS ARE REQUIRED,*CG') 4.08' "+T ANCHOR INTERIOR I EXTERIOR INTERIOR 4,D8" *+1ANCHOR 4' 7A 20L4' 7g -f— I V DIAG. INTERIOR 3-5" ........... 13 3.6'EXTERIOR CENTERLINE 3.6" OF PANEL 4,08' 4.08e" "+3"ANCHOR 5.37"E 6, 7 G. 7' A . 2.04° VDIA 4' G. EXTERIOR ON .7 EXTERIOR 7" 4� (NTFRIOR •+2'ANCHOR 77 EXTER[OR ALL I V 901,CORNER 135*CORNER VIEWS 7, 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEADISILL V CENTERLINE (-gT ANCHOR CLUSTER REQUIRED (°C6'ANCHOR CLUSTER REQUIRED OF PANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 2-TRACK FRAME HEAD/SILL 1 4"DIIAG INTERMEDIATE ANCHOR LAYOUT 114TERIOR 6.1 INTERIOR 2,04" ZW .12" 3.6" CENTERLINE 4' EXTERIOR INTER OF PANEL INTERIOR 3.5" '+3'ANCHOR INTERIOR IWI�E 4' 711 .04" 1 4 PRODUCTREMMD wcouqAftyAttibe Florida P3.V 6.12" 12" 3 4.08" Uwpow No 129 p f 2.04" y —.4 3 ' AG. @. -0 0 0 •0 00 3.6 EXTEWR 7" 4DI4 ' r> LXTERtOR 2.04' CENTERLINE Ll YN.N 90'CORNEROF PANEL 135'CORNER 4-TRACK FRAME HEAD/SILL 4-TRAC�!pItC HEAD/SIL: ... 0 0 a 0 4-TRACK FRAME HEAD/SILL (TV ANCHOR CLUSTER REQUIRED Cq82 ANCHOR CLUSITER REQUiRED, No�60705 AT ALL 4-TRACK CORNERS) AT ALL 4-T*ACI`CQOJlNFFft) INTERMEDIATE ANCHOR LAYOUT -TRACK SIMILAR) fi­dfia, OAK tTATE Of: 10701 ANCHORAGE,EXAMPLE CLUSTERS Awsdffr ftW . ......... ly. SERIES 770 ALUM.SGD-LM IMPACT ',,!'/0NAk_ r--lv- 11Y4AMiLk' &­Ar DAW chfa AA P.E. 600-770 NTS 11 '22 PGTO130 PlA 56705 JR 10/10/f4 ill;402 INSTALLATION DETAILS – EMBEDMENT.SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EDGE DISTANCE: OF 3 THREADS BEYOND EDGE DISTANCE: SEE TABLE A,SHEET 1 EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1116"* 2 Ut6 ` 2-1116"• NOTES: EXTERIOR .. 114" _.. ---- 1/4" ��- __ --- 1/4" 1,ALL DIMENSIONS a _ MAX. -' –' = MAX. MAX. SHOWN ARE BASED SHIM EXTERIOR EXTEMOR SHIM SHIM ON MIN.ALLOWED. 2.METAL OR WOOD EMBEDMENT: SUBSTRATES MAY BE SEE TABLE A, USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1 TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOk NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD M DIAGONAL O.C. WOOD INSTALLATION WOOD INSTALLATION METAL INSTALLATION MIN 4"{HEAD&SILL) OR B"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET i NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(114"MAX.) 1 SHEET 1 1 SHEET 1 (114"MAX.) 1 (114"MAX.) EXTERIOR EXTERIOR EXTERIOR ! EMBEOMENT:SEE --� .,_. ._,..,,-���.–. ._ � _..— -- – ... .:- TABLE A,SHEET 1 2-1116"" 2-1116". +-! �2-1/16"` EDGE DISTANCE: EDGE DISTANCE; EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL A"4-TRACK FRAME SILL WOOD INSTALLATION Ew WOOD INSTALLATION ' METAL INSTALLATION EMBEDMENT:SEE _ 1 TABLE A,SHEET 1 --L EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 "I SHEET 1 EDGE DISTANCE: METAL TYP., EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 SHEET 1 SEE ANCHOR 2X WOOD EDGE DISTANCE: I NOTE 4,SHEET 1 TYP.,SEE ANCHOR SEE TABLE A, TYP.,SEE ANCHOR PRODUCT RLNt41Vi3D SHEET 1 NOTE 3,SHEET 1 ••u�pi,�wtdttlano" NOTE 3,SHEET 1 2-1116 ' as SMS ANCHOR TYP., ButtdbVCode n tens N• pp SEE ANCHOR NOTES 01� J- 2-1/16"' •• • • • •• WOOD ANCHOR TYP, • 2 31�G'• • • &TABLE A.SHEET 1 -' Z0 SEE ANCHOR NOTES WOOD ANCHOR tYli,• • •• MIN.OF 3 &TABLE A,SHEET 1 SEE ANCHOR NOTES • • • • _-_ THREADS &TABLE A,SHEET•1• • • • •• EXTERIOR BEYOND TOND THE \\ e,� LYNN /i911 EXTERIOR EXTERIOR p"',......,, 114"MAX.SHIM –�tl-+– � �L, SUBSTRATE ���'��,••��G�NS�''•.FP 114"MAX SHIN• N • ••• s e 114"MAX.SHIM 1-- �2-TRACK FRAME JAMB • 3-iRA9K F4t1E 4MB. •• 4-TRACK FRAME JAMB A �?V WOOD INSTALLATION •H4! WOOD IN§EA,L•LAT '�1 • • • 1w METAL INSTALLATION RnW&f.. D.W R*VkbA: 1070Tt;CHNOLOOYORNE ANCHORAGE DETAILS %�U''• STATE°`' N.VEAWE;FL3421E iwc �S('•• F(ORlD?'••• cow SERIES 770 ALUM.SGD-LM IMPACT /ONAG� '� _ �• • • •• • aar.+eaae sato: �e.fnRu Fay. AL�PItYMILI[: ,P,6. JR 10110114 _ y7.T.(�4Ny.1200stJ+}770 NTS 12 a 22 PdT0130 P.F...#587D5 ••• • • 0 ••• 0 0 _ INSTALLATION DETAILS - EMBEDMENT SEE TABLE A SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: CONCRETEEDGE DISTANCE:SEE EDGE DISTANCE: . EDGE DISTANCE: 1LL.ADIMENSIONS PER TABLE I— TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED 2_1116 + PER TABLE 2-1/16". PER TABLE 2-1118'• ON MIN,ALLOWED. A,SHEET 1 i ` A,SHEET 1 A,SHEET 1 114" - - `DIAGONAL O.C.IS EXTERIOR MAX. MIN "(HEADSILL) ) SHIM ORB"(JAMB)SEE EMBEDMENT: 114" EXTERIOR 114" EXTERIOR DETAILS,SHEETS SEE SHE TA S ] L MAX.HIM MAX' a d&11, SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1 XTCONCRETIE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP„SEE E ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 HEAD 3-TRACK FRAME CONCRETE INSTALLATION CONCRET NSTALLAADTION � CONCRETE INSTAME LLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP„ PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP„SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A SHEET 1 ANCHOR NATE 3,SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5,SHEET NOTE 5, NOTE 5, 1(1!4"MAX.) SNEET 1� SHEET 1� - .. (114"MAX.) 1 (1/4"MAX.) 1 1 EXTERIORI EXTERIOR , f EXTER s 2-111 B"• CONCRETE 2-1116" -fes -- 2.1116"* PER TABLE EDGE DISTANCE; CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET - PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL &a 3-TRACK FRAME SILL 4-TRACK,FRAME SILL ©c CONCRETE INSTALLATION kgc, CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 _I EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 —`� SHEET 1 EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE 1 SEE TABLE A. 1X WOOD BUCK TYP., TABLE A,SHEET 1 — ---L SHEET 1 EDGE DISTANCE: SEE ANCHOR NOTE 3, PROPERLY SECURED PROPERLY SECURED SHEET 1 1XWOODBUCKTYP,, SESHEETIE TABLE A 1XWOOD BUCK TYP., "• FkUDUCTRLI WED SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONCJCMU ANCHOR 2-1/16�p & SHEET 1 SHEET 1• TYP.,SEE ANCHORawe No, CONC./CMU ANCHOR 2.1!18"` • 2'1l1� i i ••• NOTES&TABLE A, 2Sr 1' • TYP„SEE ANCHOR CONCJCMU ANCH0% • :` • 000 •• SHEET 1 CONCRETE ! NOTES&TABLE A, TYP.,SEE ANCHOR • - • • • • • OR CMU h;•:,;;u;, - SHEET'l CONCRETE NOTES&TABLEAU • • •• EXTERIOR PER TABLE ��� at1!! EXTERIOR -' O OR CMU EXTERIOR SHEET 1 : CONCRETE I} A,SHEET 1 A`�, ' 114"MAX.SHIM {-.- PER TABLE ��}} OR CMU T A,SHEET 1 V 114"MW. IRA: I • •:•PER TABLE••• �: c'< % • • • A.SHtEt 1• • 114'MAX,SHIM -►I - !f: No.58705 W2-TRACK FRAME JAMB 3'r�ACK FRAME, u1B• • 4-TRACK FRAME JAMB %t- " " x CONCRETE/CMU INSTALLATION • C©NCREIi WAU INSTALWION • !c CONCRETE/CMU INSTALLATION c". m• ='A foloTECNNgLMyORIVE ANCHORAGE DETAILS `U�` FZOR+off:• G���. • mC Ft.sr 5� • *�• �,N .. . Fel a A1N8:two .. SERIES 770 ALUM. SGD-LM IMPACT t f,r r I I l}�``� aro�n a� • • • • • • • N ft*akdac � - A.LYNN MILLER,P.E. JR 10/1014 jVI jeAu�f •;• • SGD no NTS f9 �12 PCtT0130 P.E.068705 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAMEJAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE 2•FIGURES ON THIS EMBEDMENT:SEE TO PREVENT DISTANCE SHEET ARE FOR WOOD FRAMING TABLE A,SHEET 1 " P-HOOK MOUNTING ADAPTER WATER ILLUSTRATIVE WOOD ANCHOR TYP., INFILTRATION CONCJCMU ANCHOR TYP.,SEE PURPOSES ONLY.SEE rc>> ccs TABLE A.SHEET 1 FOR !— = SEE ANCHOR NOTES 28 ANCHOR NOTES& EMBEDMENT: - .�" - &TABLE A,SHEET 1 SEE TABLE A, 28 (ALSO SEE TYP. ' TABLE A,SHEET 1 ALL APPROVED SHEET 1 ILLUSTRATION,SHEET 9) 1-114"MIN.EDGE DISTANCE SUBSTRATES. DISTANCE:SEE EXTERIOR 3.SEE TABES 1 3, TABLE A,SHEET 1 EMBEDMENT: SHEETS 6-8 FOR SEE TABLEA, P-HOOK MOUNTING REQUIRED P-HOOK 28AND P-HOOK EXTERIOR SHEET 1 , ' ADAPTER CONCJCMU PHOOK WOOD ANCHOR TYP„ AANCHOR TYP.,SEE MOUNTING ADAPTER SEE ANCHOR NOTES P HOOK ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2,693"MIN. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9. } EDGEDISTANCE ILLUSTRATION,SHEET 9 A,SHEET 1 ILLUSTRATION,SHEET 9) . 4z P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS PARTS#18,#20,022 OR#24, Jc PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCREfEICMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR EMBEDMENT:SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU NOTE 4,SHEETS ..- ADAPTER SMS TABLE A.SHEET 1 ANCHOR TYP.,SEE TABLE A.SHEET 1 -_... CMU PER TABLE MIN.OF 3 THREADS ANCHOR TYP.,SEE -- ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 A,SHEET 1 SUBSTRATE 20 &TABLE A,SHEET 1EMBEDMENT: : ' (ALSO SEE TYP. (ALSO SEE TYP. SEE TABLE A, r ILLUSTRATION,SHEET 9) ILLUSTRATION, SHEET 1 ZO EMBEDMENT: � SHEET 9) + SEE TABLE A. 1 ED E DISTANCE.SEE + �1 SHEET 1 li BLE A,SHEET 1 1-114"MIN.EDGE DISTANCE 30 30 P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR SEE ANCHOR NOTES ANCHOR TYP.,SEE !1, nS 9w FloWls &TABLE A,SHEET 1 `vi ��y � (ALSO SEE TYP. ANCHOR NOTES&TABLE nw,al•�coa• " 2.693"MIN. A,SHEET 1 AcceylanceNo-44---o lze ILLUSTRATION,SHEET 9) • ••• • • • • • •• 2.693"MIN. sxpjn ,f EDGE DISTANCt* • • • • • • • • (ALSO SEE TYP. EDGE DISTANCE •. • •• • . J`VTV4 TION,SHEET 9) tjY._.-.. - •• • • • • hti„m 1)ak Pr�rltl�cnQedpvy I P-HOOK FOR USE WITH BOX SILL RISERS •• ••i • i i ••• P-HOOK FOR USE WITH BOX SILL RISERS Kw •,_, N.�I PARTS#19,#21,#23 OR#25, PARTS#19,#21,#23 OR#25, 'E•h•'S•E'' !<< • .,� �� METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR ( 2A&3A (SEE TABLES 1A,2A& SEE TABLES 1A, MOUNT • • • 3A MOUNT `X� No.5870v FOR WATER RATINGS) ONLY • • • • • • • • ONLY _ = • • • • • • • •FOR WATER RATINGS) -10 Rsrm R"K,b,�; •• • 000 • •• • arroYcnx =•P SPATE O" a„, w;—Q ; 1070 JECHM0100roan� ANCHORAGE DETAILS '��` ' ..FtoREo!' ' C9 nft (NIN, s 0 0 : SERIES 770 ALUM.SGD-LM IMPACT SS/O N Nt \ • • 0 •• • A.LYNN MfLLER,P.E. JR 0110!14 c'� irar.j+�a1ry{.40 : °9 sco•no NTS 14 a 22 PGT0130 � P.EA55705 O(G. EXAMPLES MAX.UNIT WIDTH �— ---. MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH } DLO__ TYP.PER TABLES 1-3 f HEADER DETAIL'A', WIDTH INTERIOR 1 SHEET 18:INSTALLATION 1 DETAILS'AW &'Ac', EXTERIOR SHEETS 12&13 ' 90° PANEL PANEL PANEL TYPE TYPE PANEL CORNER DETAIL'N2', TYPE QS. qS, TYPE SHEET 19&CORNER A' 'K' ANCHORAGE SHEET 11 NOM. MAX.UNIT MAX. 5 PANEL MAX. HEIGHT INTERLOCK DETAIL PANEL % WIDTH TYP. DLO PER 'M',SHEET 19 HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR NOTE 2 TABLES 1-3 1-3 4�3 JAMB DETAIL'G3',SHEET X X 18;INSTALLATION DETAILS GW&'Gc',SHEETS 12&13 90' SILL DETAIL'D%SHEET 18; INSTALLATION DETAILS EXAMPLE: 90° INSIDE CORNER,4 PANELS-XX/XX 'DW&Ve,SHEETS 12&13 – – SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7' DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" #8 X 1" #10 X 1-112" PH SMS PH SMS R0(WCTRENBWRD ks complying wtti Ilia Flat& uildinNa PANEL CORNER FRAME CORNER "NO DETAIL ••• •�� • : DETAIL • •• • • • • ••• • iierni lladFi;�d i bili-"'� NOTES: •• ••• •• • • • •• `` ,DN 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE,SEE DPIANCHOR TABLES,SHEETS 6.8 FOR MAX. PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO.XtEpw(ITEM 103)/Cf.UME.AwBO%ASTRAGAL. `Y No.58705 r 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIOW PER DPIANGHOFIITAE3 ES.. • ; – }�<r i Rnwfiy. Wr AMtlw,L• aeev4an n �� toroTECH 0100YOMW ANCHORAGE DETAILS/EXAMPLEELEVATIOANWIF VENfCE,FL 9l11d tec fs.io-,eoe SERIES 770 ALUM. SGD-LM IMPAC? �' �d,I�fA� N. pon„8i n,ea• oei,; • • • •o• • • • 6i101�'� a'N' A.LYNN MILLER P.E. dR fmf0/f4 . cEQr 0F4MdI7fAMJPf • • �' Son•no NTS 15 d 22 PGT013fJ P.E.>f se�o5 CON F iG, EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 ----- M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; 4HEET INSTALLATION DETAILSGV8Gc',SHEETS 12&13 JAMB DETAIL'G2', �ASTRA�G�ALHEADER DETAIL'A',SHEET HEADER DETAIL'A',SHEET 18; pL� JAMB DETAIL'G3',SHEET 18;INSTALLAT€ON L18;INSTALLATION DETAILS INSTALLATION DETAILS'AV/VAC', WIDTH 18;INSTALLATION DETAILS DETAILS'GW&'GC', L2,SHEET 19 'AW VAC',SHEETS 12 8 13 SHEETS 12&13 -Tom, �{�Gw&'Ge,SHEETS 12&13 SHEETS 12 813 90° ( i EXTE IOR INTFMR PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL R' 'L' 'D' A' TYPE TYPE TYPE TYPE 'M',SHEET 19 MAX. A, 'CS' OS' .K, MAX. , / NOM. / / UNIT / UNIT 90'OUTSIDE CORNER PANEL HEIGHT SILL DETAIL NOM. HEIGHT DETAIL'N1',SHEET 19& / WIDTH TYP. / PER 'D',SHEET /l PANEL PER CORNERANCHORAGE MAX. PER SEE TABLES 18 MAX. ! WIDTH TYP.' / SEE TABLES SHEET 11 DLO TABLES 1-3 NOTE 2' 1.3 INSTALL DLO PER NOTE 2, 1-3 INTERIOR HEIGHT SHEET 15 DETAILS TABLES 1-3 HEIGHT SHEET 15 r� low&'DC', � EXTERIOR O X SKEETS12X NOM.PANEL &13 X X WIDTH TYP. ( � X X PER TABLES SEE FRAME& MAX.UNIT WIDTH SILL DE A L'D',SHEET 18; 1-3 MAX.UNIT WIDTH PANEL CORNER MAX.UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK) 'DW&'De,SHEETS 12&13 EXAMPLE:90e OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'11'.SHEET 18; ASTRAGAL DETAILS'L1'& "SHEET K DETAIL V,SHEET 19 INSTALLATION DETAILS'iw'& L2,SHEET 10-\ INTERLOCK DETAIL'M',SHEET 19 le,SHEETS 12&13HEADERDETAIL / 1LJAMB DETAIL'H2',SHEET P-HOOK DETAIL"J'8V.SHEET 18; i fill" 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL 12,SHEET 18,INSTALLATION HEADER DETAIL'C,SHEET HW e'Hc',SHEETS 12 813 Jc',`Kw'&'Kd,SHEET 14 DETAILS 13w'&'Be, DETAILS'W 8 4c',SHEETS 12&13 18;INSTALLATION DETAILS SHEETS 12&13 'Gw'&'Co',SHEETS 42 8 13 MAX.UNIT WIDTH — MAX.UNIT WIDTH PANEL PANEL PANEL PANEL i` PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE ,R' ,L, M, ,F, I ,M, F F, .P, 1 MAX, MAX.UNIT NOM. i NOM. UNIT HEIGHT / / PANEL / & h /! PANEL � HEIGHT co yl.�witi�pbride PER ` WIDTH TYP. `� I / / WIDTH TYP. / PER "ire Coda Cr l NO TABLES MAX./ /SEE PER / x k• 1 SFf• MAX. PER TABLES twine 13DLO NOTE 2TABLES 1-3 , • j ••• i TE 2, DLO TABLES 1-3 1-3 - HEIGHT • • • HEIGHT SHEET 15 •{ • • • ET 15 ' [+ • • • • • d`� • • Miaml Oadc Yr a111 ✓ • • • • • O X X X ���� ��� .YNK f11C WM 1 EXAMPLE:OXXXp SILL DETAIt161,SHEET 18;'x• ••• • • €XAMPL E:XXXO SILL DETAIL'F',SHEET 18; = No.x0705 (3-TRACK, RIGHT POCKET) INSTALLAjIjIN*TA►1S ••:(4-.j ACK, BY-PASS) INSTALLATION DETAILS Ew'&'Ee,SHLETSs t&13*•• ;' .• Fw'8'Fc',SHEETS 12 813 py o=i ty lt1_ 0TSiATEOF 1Q :U= am 1oTECH)VOLOOYDPoVE EXAMPLE ELEVATIONS � ,r;•.•Et���� .•'��~;` M VENICE.FL 34218 . rva "s, (�C\ • ��,0, SERIES 770 ALUM.SGD-LM IMPACT I�N AV •r am: wm: • • i i•i • • • awwuoar saw sn1 p..vxa A LY►�R{UI R,P.E. JR 10110114 • iarsWlN•C28riBB • • SOU-770 /1r'rS 16 d 22 PGT0130 P.E968705 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER'EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK BOX OUT BOX IN 90 LUCKSTIL. 90 LOCKSTILE 90 RECEIYER. 90 RECEIVER 35 RECEIVER 135 RECEIVER TYPES STILE WI HANDLE 80XOUT BOX IN HANDLE BO RECEIVER OUT IN W/HAW/HAI�LE VJ/HANDLE WI HANDLE WfHANOLE WI HANDLE IN/HANDLE W'/HANDLE � #116 ,... �- 1i31 �., #37 / #116. 1 q81 p81 1161 INTERLOCK �,- ! F PP K r.--'` L %� TR TQ TC TA TV TW srNGLE ! B E P A , - C T�C IN IC SQ Sc SA SV SW INTERLOCK $ �E RR _ _ R S �- f- FD FC FV FW LOCKSTILE mm" W ASTRAGAL Box OUT LR PANEL NOTES: W/HANDLE proxouq 1.SEE DP TABLES 1 3,SHEETS 8-8 FOR PANEL ASTRAGAL SIZES&DESIGN PRESSURE. Li WlOXXIIN N LEFT �M RIQR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF J �" PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS H ASTRAGALLl / T U STILE EXTERIOR STILE AND ARE NOT AVAILABLE. U) Box OUT ❑ 3.90`ASTRAGALS TO USE HEAVY-DUTY STILES )— "04M (1161),CORNER RECEIVER(#118)AND EITHER LL, ASTRAGALT J PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER W BOX IN moxaA Pox" APPLICABLE STILEIASTRAGAL REQUIREMENTS, ASTRAGALS. INT CORNER J 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES RT Cl �'� 80LOCKSTILE r`^ (#61)AND CORNER ADDON(#31). J W HANDLE 0120 w EXTCORHER SILL RISERS OPTIONS 232" 90 LOCKSTILE / !T QS –�' '�— .232" W/HANDLE#119 wL 2 • FXTFRIOR a EXT CORNER 116 "-•' - '232" EXTERIOR EXTERIOR •�2• 90 RECEIVE.R4 CT V V EXTERIOR I� .062' 4.055' W/FIANDLE #118 � � 2.555" 3.305' INT CORNER#8 I- 1.b87" p 1 p0 90RECENER AT AS DF I`u 062` ' U a 1 b ._;� i� Li WlHANDLE 1 EXT CORNER #116SILL SILL 90 RECEIVER CF 18, LRISER,,1-1LAT` 20 LOW,2 1/2" FLAT 22 MEDIUM,3-1W 24 HIGH,RISER ER,FLAT + .760'PRODUCT RMEWETT RECEIVEEXT R VT VS VF �` '"— ,750' I oscmplyrngwllhthoFto1[91f W/HANDLE #6t 1r-- .760' EXTERIOR t B�i1de�Codo EXTERIOR {�} -+-I- •062'Aeaytenca No INT CORNER i r11 • • • • •ERTERIOR +� ,062" `� £'�tfibw-� 35 RECEIVER W T W S WF • • 9Q8' a 4:055' l W/HANDLE •• •• ••i • • ••• •• 082 3 305" by • . • -�,0�• 2.565" ( Nwulmi i):r!r Vrc tl C hrl •• •• •• 1.55 • • • _" wrI ,\�. LYlJN .S1!((���'�i .•'' CNS •`•. �jSILL RISER.EYCi" SILL.RISER BOX SILL RISER,BOX SILL RISER,BOX , ••• ✓FLUSH_._ 1/2/2' Q -1/2" 29 MEDIUM,3-1/4" 25 HIGH,4" No. • •• '�O�T V !b FOP VATE�ITJFiLTRATEON RESISTANCE REQUIREMENTS,SEE SHEETS 8� L/J U ' /II.S c ey oa. At••b a: :TATE OF �J f ro70 TECHNOI.00YOR7 PANEL TYPES ©.o'•.,�cUR1GA C7� N.VENICE,FL 31276 <(. ..,...• \•Z "' •,)eia taco; SERIES 770 ALUM. SGD-LM IMPACT �' A4A9 MI • • ••• 4Ni,m aw.c a>Mnorn Ahr. A.L1/9 Mk12'9A'P,E. JR TOliWi4 »mte• CER>rrIjT�.A�2fi14 • SOD•77(1 uw NTS 17 d 22 PGT0130 P.£456705 ASSEMBLY DETAILS ' (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 106 FJLL PANEL JAMS LENGTH 64 OR 81 105 � LOCK PART 14 _ _ 106 FU JAMB GTH 14 75 8107-110 - 17 60 �) 5 G3 60 OR 81 5 OR 81 1660 OR 61 2-TRACK JAMB ~ Gi 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 WITH 6"LONG CLIP#105 FOR FIXED 105 OPERABLE LOCK PART 113 `� � Q W/RETAINER#106 � PANEL CLIP 7 8107-11 �MIDSPAN (SHOWN WITH PANEL) FIXED PANEL TO LOCK PART SEE DETAIL G2 5 THE INTERIOR) EXTERIOR 103 113 758107-11 103 FOR FIXED �l EXTERIOR PANEL CLIP 5 103 60oR8i 14 15 5 112 i6 17 FULL LENGTH W G4 �1 iFS x X _` 123 OF JAMB 2-TRACK JAMB 40 2-TRACK JAMB EXTERIOR yEXTERIOR�OR 61 J LEXTERIOR sMs,x 3 CLIP 080 OR#105 51 52 Wl SCREEN v EXTERIOR V 6"LONG I W!RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB (b3 60 —l� (SHOWN WITH H1 (SHOWN WITH M2 (SHOWN WITH N (SHOWN WITH I2 (SHOWN WITH MIDSPAN _---- FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) 60 OR 61 THE EXTERIOR) THE EXTERIOR) THE INTERIOR) �y�-E-XwTE JOR I�EXTERIOR N/\2 VV 112 1 3 4 45 5 113 5 113 5 52 51 69 EXT" ERIOR 68 EXTERIOR 68 EXTERIOR 53 a a NAA oil- �AA -4 go SHOWN WITH 2-TRACK WISCREEN 3-TRACK 4-TRACK MAX.UNIT OPT.SCREEN FRAME HEAD B FRAME HEAD FRAME HEAD HEIGHT PER TRACK TABLES I3 53 69 69 69 m EXTERIOR EXTERIOR 72 OR 73 a 72 OR 73 72 OR 73 RODUCTRFtN11W6D as complyh*wid,the Pblid• j�4E�.ir4.Lr' 113 9 10 Building Coda _ 11 • • • • •• 11 AaePlaueTto 8113EXTERI5 • • •• tiumi Oa11e P+ Fl%Rlip 1 a 5 • •• 5 2-TRACK W/SCREEN3-TRACK 4-TRACK :ttaN,.'��CCN,S ''•� FRAME SILL ••• 4V FRAM 1 •• ••• ••• ("FRAME SILL s67115 `Yc • • • • • • • • ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES •• • • • • • •• • • — �i . 1-3,SHEETS 6.8 FOR DP(PSF)ASSOCIATED WITH STILE. 009 • •• ;• ..• 0.0•• nwwer orae ar Swc: owm ms F(� S IAT F bi- 1070TEGNNOLOGrORNE' VERTICAL SECTION DETAILS ' �` '• ltoRlgP,., (.N000 N•VEN/WVL 427 • • ��5• '•••....•••• C� SERIES770 ALUM. SGD-LM IMPACT �- laff • tF�••• • r rfIlVA , a� C+•d.e ��, • • • • • • ar• s son xx "a A.LYNN JR 10/1QH4 • T. U111. •• SG0.77p NTS '18 a 22 PGT0130 P.E.#58705 ASSEMBLY DETAILS I (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR g} 113 116 28 26 7 30 11 113 83 03 27 20 27 - 103 62 111 63 g0 OR 01 OR 01 60 OR 61 28 }q G5 2g 120 65 05 5 �EXTERKA 111 02 EXTERIOR }}} 02 90" vV EXTERIOR INTERgR EXTERIOR EXTERIOR P-HOOK FOR FLAT SILLS E P4100K FOR BOX SILLS INTERIOR (EXT.OR INT.MOUNT) �EXT.MOUNT ONLY 90° LOCK PARI 00 4R 01 7107711071 61 75&107-1 5 INTERLOCK M 14 113 - 60 60 7M4LEMQR g} 118 _ 5 EXTERIOR 113 113 1167 113 903 119�EXTERIOR L1 WITH STANDARD STILES 1160 L2 WEITAVY-DUTY ASTRAGAL#88 16Et,90'OUTSIDE H HEAVY-DUTYSTILES 1 N1 2-TRACK SHOWN CORNER N2 DO- TRACK SHOWNSIDE 'ITEM#61(HEAVY-0DUTY STILE)SHOWN,ITEM 980 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6.6 FOR DP (PSF)ASSOCIATED WITH STILES. 4 INTERIOR 31 LOCK PART INTERIOR 75&107.11 4 6 6 135° INTERIOR 11 PRODULT R9N8WLV 7 as oomovbw w11A I&Plaids 135° Building Code •• ••• • • 145 • Accayunae Na J+ • • • • • • • 1 103 Fia�ii•sDete �? • •• • • • • RIOR ••• • EXTE61 A!__ . 32 11 S • • • • • • • • Adiumi RnAc mducl(`011WO� PARTO 103 g1 31 ,DEXTERIOR 14 7 135°INSIDE CORNER \\�``��( 1YNiV t/'�i,�i i022-TIACHOWN RK.S ,ti(•. ���rnlsr ' .�� 135'OUTSIDE CORNER ••• •'• • •• • • • • = '. l 01 2-TRACK SHOWN 000 i • •' i • '•i : . " Na.50705 Tmwey, DEWRnWMn+wpe+r p t� } .,� U1— 1070115cmMLOGYDRIM HORIZONTAL SECTION DETAILS,CORNERS ;(>'•. st^'F�c <'�� .. N.1E'NICE pL3/ir8• . . . � � �• .• F�ORIOP'•' Gam.` SERIES 770 ALUM.SGD-LM IMPACT >FSS�0N&E� ' • tawe0,so ... • • • • • • a.u.s.c� a x sr.c a..++ol• rser. A�LVNNMIUL'��,�.E. w,JR a� a`d' �~' ' W oA,ar►f.l ' � SGaM NTS i9 d 22 AGT0130 P.E.a 58706 JR 10110114 •• • 0 • • Item PGT PGT# Description Item PGT PGT# Description NOTES: 1 173W 617300 2-TRACK HEAD QUANEXITRUSEAL DURASEAL SPACER(COMPOSITE Dw ,# Dw .# 1)ALL ALUMINUM=6063-T6 2 17303 011303 2-TRACK HEAD WITH SCREEN RAL SEALANT/DESSICANT) 2)ITEMS#33-39,57-59,66,78,84-99, —3 17309--,---.-617309 3-TRACK HEAD W 17325 617325 PANEL STILE 121 8122 ARE NOT USED AND ARE 4 17312 017312 4-TRACK HEAD 61 17320 017326 PANEL STs-E PIFAVY DUTY) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 02 17327 817327 INTERLOCK ADAPTOR 6 17317 617317 FRAME HEADIJAMBADDON 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) 3)USE OF#12 OR#13 REQUIRES 7 17304 877304 2-TRACK SILL 64 1729 71729 SILL END WEATHERSTRIP PAO MIN.#10 SMS OR 3/16"MASONRY 8 17301 617301 2-TRACK SILL WON SCREEN RAIL 65 11328 617328 INTERLOCK SCREW COVER ANCHORS @ 24"MAX.O.C. 9 17307 0173_07 3-TRACK SILL 67 17329 617329 TRAGAL 10 17310 617310 4.1RACK SILL 08 17339 617339 HEAVY DITTY ASTRAGAL 11 17313 617313 FRAME SILL TRACK INSERT 09 17324 811324 TOP 8 BOTTOM RAL 12 17315 817315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 13 17316 617316 FRAME SILL SCREEN ENDADD-ON(SEE NOTE 3) 71 1695 71095 1-U2"X 1'X314"HIGH FIN SEAL DUST PLUGS 14 17305 617305 2-TRACK JAMB 72 8153 78153X TANDEM ST.STL.ROLLER ASSY. 15 17302 617302 2-TRACK JAMB WITH SCREEN RAL 73 8153 78153N TANDEM NYLON ROLLER ASSY. t8 17308 617308 3-TRACK JAMB 74 SILICONE DOW899,DOW-M OR GE-7700 17 17311 617311 41RACK,WAD 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE 18 173227 817322 SILL RISER-FLAT,FLUSH,1-112" 78 71032X1FPFX #10.32 R-1-FL.88 SCREW W/TYPE"F'TSP 19 17319 817319 SILL RISER-BOX FLUSH,1-11l" 77 � - 7103239 10,32 STEEL ZINC U-NUT 20 17321 617321 SILL RISER,FLAT,LOW,2-i/2" 79 17357 617357 1'IG BEAD 21 17318 617318 SILL RISER-BOX,LOW,2-11T 80 17359 617359 7110"DEAD FDIED PANEL CLP _ 22 17355 817355 SILL RISER-FLAT,MEDIUM,3414• 81 17386 877380 9118"BEAD 23 17354 817354 SILL RISER-DO)(MEDIUM,3-1/4" 52 1224 OW247K VINYL BULB WEATHERSTRIP 24 17323 817323 SILL RISER-FLAT,HIGH,4` 03 61745 1745 LOWE INC.11T X 1118"SGL SIDE ROH.TAPE,POLYETH. 25 17320 617320 SILL RISER-BOJ(,HK314,4' 100 8052 48052 ROLLER AOJ HOLE PLUG 28 17333 817333 POCKET P-NOOK _ 101 72087 JAMB BUMPER 27 7070 67070 NEOPRENE OULU WSTP FOR P HOOK 102 1896 71096 DUST PLUO 28 17334 617334 POCKET P-HOOK MOUNT 103 8188 78188X 1"KEEPER 29 17335 617335 P-HOOK COVER 104 053 7SDKEEP SCREEN LOCK KEEPER 30 17348 617348 _POCKET P44009 FOR BOXRISER 105 17344 017344 FDED PANEL CLIP-6'LANO 31 17378 817378 135 CORNER 106 17352 017352, FDCO PANEL RETAINER-818' 32 17378 817378 1135 FDCD MOUNT 107 1739 71739 , HANDLE KR-NTERIOR RAISED WITH THUMB TURN ITEMS 40-63 ARE SCREEN PARTS: 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 40 4319 612258 SCREEN SIDE RAL-LOCKSTILE 109 1731 78182511 HANDLE KR-RECESSED NTERIOR WITH THUMB TURN 41 7LOCKWOSK SCREEN LOCKSET 110 1732 78,178 HANDLE KIT-RECESSED EXTERIOR PULL _ 42 41818 SCREEN KEEPER SPACER SET 111 710X34PPSOAX010X31VPH.PN.TEK-S.S- 43 8152 88152 SCREEN NTE RLOCK ADAPTER 112 1235 67S18 WSTP,.270 X.170-FIN SEAL 44 4428 64428 SCREEN DOUTILE INTERLOCK 113 1712 84008 .187"X.230^FNSEAI. 45 4317 612250 SCREEN TOP RAIL 114 710X115PPX #10 X 11-1/2' _ 46 4318 812257 SCREEN BOTTOM RAL M 115 v 710XPPT #10 X 1' 47 668 7SRAZ STANDARDROLLER 116 720XIX #14-20Xi'S.S, PRODUCTRENRWRD as 46 008 7SRAX STANDARD ROLLER-ST.STL. 117 72OXI12X #14-20X1-11TS.S, sunditp1Y618with the ilaid• ulldin®Cede 49 4344 64344 SCREEN ASTRAGAL • 1 17 66 7 DEGREE CORNER RECEIVER Ac"Ptams No 41. 50 17349 517349 OND SCREEN ASTRAGAL ADAPTER _ • 11111 •17#37• • 84733F • 90 DEGREE OUTSIDE CORNER ASTRAGAL y GC3 51 1892 81692 SCREEN SPLINE-AW • 8• •8 DEGREE INSIDE CORNER ASTRAGALL 1894 81$94 SCREEN SPLINE-,150' • 52 D PANEL RETAINER,71$ Minmi Dscpa+g161816020 SCREEN CLOTH �� 1. N 1725 1/2'X4"X1716'SET.BLOCK,NEOPRENE 85+1-5 �� ' ENS1720 VX4'X111(r SET.BLOCK,NEOPRENE 85+/-5 ti ••• • ••• • • zi ;t NOTES; • • • • • • • • • k; No.60105 _ 1)ALL ALUMINUM=6063-T6 •• • • • • • •• • • —# Sz 2)ITEMS#33-39,87-69.66,78,84-9%-31218122 ARE NOT USED AWFI IRE&6T PART,OF T�1�APP5tQ0AL!•• 4 ' 'h'j I �J o..olcoP ;gyp'. STME01 mss, 1070 TECHNOLOGY PARTS LIST - •• N.YENICp,lC Sife76• • • • m,aSt5' sv ` • (awy4so td4a -•- SERIES 770ALUM. SGO-LM IMPACT '�r /ONAk- JR 1W10J14 �r •� cia Op W.4 • • � • � 80D�770 QTS �1 d 27 PGTO130 A.LYREX 58705 P.E. ---------- 1,361 0.080" - - -�� I_ 1-361, 1872" 1.2'11' 1.50 1 0.062" Uz 02-TRACK HEAD 01081"4-TRACK SILL RffifREEN (6063-T6 AL) (6063-T6 AL) STILL 6.1981, 6.526' 5.198" 5.069" (6063-T6 AL) 0.080" 1 1.045" 1.211" 1.505" Hr1.9 3 0.062" 2-TRACK HEAD Wl SCREEN TRACK 3-TRACK SILL (6063-T6 AL) (6-063-T6 AL) WB SCREEN 11 - (6063-TO AL) TOP RAIL 7.105' 2-TRACK JAMB WI (6063-T6 AL) 0.221" 1s SCREEN TRACK 0.080" (6063-T8 AL) 1.W 7 - 1.211" 1.505" 0.875` 1,36- 0.062' 0.001" (D3-TRACKHEAD 2-TRACK SILL W/SCREEN TRACK (6063-T6 AL) 0(606346AL)s 0.081" SCREEN N46)50TTOM RAIL 9.142" (6063-T6 AL) 4.49" 0.081, 0.080" 1,211" 1.505" 7,105' 0.081" O4 4-TRACK HEADQATRACK SILL 9.141" (6063-T6 AL) (6063-TG AL) 1*514" olow" PRODUCI KMWPD 0.062- as colnoybw with ft Fw" J.Z *0 so* 8.760, 1 Aweptmcd 0I 4L,% o.or 'o. Pr�,�im,I. as OFRAME HEAD/JAMB SCREEN FRAME SILL SCREMN FRAME SILL SCREEN ADD-ON @ADD-ON 13 END ADD-ON is 3-TRACK JAMB0. 'Yee (6063-Te AL) (6063-T6 AL) 0%-TO AL), • -T6 AL) (6 - LN36 (6063 V REQUIRES MIN.# R.EOTRES IV[14�10 SMS IMK:s OR 3116"MASONRY OR311W 107 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MM:O.C: aCHORS Q 14;kO.,C.C. (6063-T6 AL) RnW&r, Rowdw. 107d7ECHatOLOOYDRIVE EXTRUSIONS **eN.*lVCE.6L3V7fiq a 9 11w R.WBY. SERIES 770 ALUM,SGD-LM IMPACT /ONAI- -6;Z-0Y.- nearGa�vy A.'AVMl0LV9,'P.C. -770 NTS 21 22 PGTO130 RE.0 58705 JR 10110114 V;m.I* SGD a i ft,"� I Rw, FERMIN A.MARTINEZ CONSULTING ENGINEER FL P.E. No 19363 8340 SW 65 AVENUE UNIT 3 MIAMI, FL. 33143 TEL. (305) 298-3216 JOB: DOOR REPLACEMENT FOR CONDO OF: OWNER: MARIA BEATRIZ GONZALEZ ADRESS: 1200 N.E. 105 STREET #24 MIAMI SHORES, FL 33138 0000 . . 0000 0000.. .. 0000 x666.6 • • • STRUCTURAL CALCULATIONS 0000 0000.. 0000 . 0000. .. .. .0 0666.. 0000.. 6 00 INDEX OF CONTENT: 0 0 . 000000 00000 . 1. WIND LOAD. 0 0. . . .0 0 6 0 6 0000. 0 0 6. 6 Page: 1 thru 9. �at1EfIFIf1!! •�` ids h` y � ! A m r r..mss o 79, o _ O S 'e Y, Project Name: MARIA BEATRIZ GONZALEZ 0000 0000.. .. 0000 0000.. .. . 00000. 0000.. 0000.. 0000 0000.. 0000 . 00.00 000.0. .0. . 0000. . . 0 00 0. .. 0000.. 0 .00... . . . . . 00000. 0000.. 0 . .0000. .. 0000 .. Location: 1200 N.E. 105 STREET #24 MIAMI, FL 33138 By: FERMIN A. MARTINEZ, P.E. FL. P.E. No 19363 Start Date: 5/28/2015 Comments: WIND CALCULATIONS. ..\Trabajo-Copia-local\0-1-2015\BEATRIZ WIND\WIND.wls May 29, 2015 Velocity Pressure Calculations �i ASCE7-10 Entered Data Constants Exposure: C a = 9.5 z = 31 ft z 9 = 900 ft Case = 1 V = 175 mph Structure Type: Building - MWFRS, C&C,Arched Roof Calculations 2 z a KZ = 2.01z = 0.99 9 Kzt _ 1 0000 . . 0000 0000.. .. 0000 . . . 0000.. •. . 0 0.0 0 0 Kd — 0.85 000.0. 9 0000 0000.. 0 9 6..6.. 0000 . 0000. •96.6. .0• 0 •0%0 . 00000 .. 0000.6 60090. . 00 qZ = .00256K2KZt KdV = 65.9 psf 0000.. 0 . :6096: . . WLS4--[1.10] Copyright©2020 SDG, Inc. Page 1 of 1 MARIA BEATRIZ GONZALEZ May 29, 2015 ASCE7-10 Local Information Wind Dir. Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 175 mph Topography: None . . .... ...... Optional Factors •*Soo: This project uses load combinations .... . ..... ...... ... . ..... from ASCE 7. ' .. .. .. ...... . . . . ...... WLS4-- [1.10] Copyright©2020 SDG, Inc. Page 1 of 5 MARIA BEATRIZ GONZALEZ May 29, 2015 ASCE7-10 Section - Main Section Enclosure Classification: Enclosed Wall Length(ft) Overhang(ft) 1 185.42 0.0 2 64.0 0.0 Top 3 185.42 0.0 W2 4 64.0 0.0 W1 W3 Eave Height: 31 ft •00• Parapet Height: 4.17 ft ' . 0 000 0000.. Parapet Enclosure: Solid 1N4 ' ' . . . Roof Shape: Flat Fron 0000 0000.. 0000 • 0 000 • •• 00 0000 . •••• W1 W4 W3 W4: + W3• 0 0 !• • • • 0000 • WLS4--[1.10] Copyright©2020 SDG, Inc. Page 2 of 5 MARIA BEATRIZ GONZALEZ May 29, 2015 ASCE7-10 Composite Drawing . 2 2 •••• . . .... ...... •• • •••• • •••••• •• Y •••••• • •••• • ••••• D1 3 of 00 00 J. • • • • • . • • • • •••••• 4 4 WLS4--[1.10] Copyright©2020 SDG, Inc. Page 3 of 5 MARIA BEATRIZ GONZALEZ May 29, 2015 ASCE7-10 Components and Cladding Input Component Description Wall/Roof Surface Label Zone Span(ft) I Width(ft) Area(sgft) SLINDING DOOR 3'x8" Wall 1 (All) 8.0 3.0 24 6••• . ...... .. . ...... 6 0 6666•• 6666 • 6666• 6666•• ••• • 6666• •• •• •• •609.0 • •0.60• • •• • WLS4 --[1.10] Copyright©2020 SDG, Inc. Page 4 of 5 MARIA BEATRIZ GONZALEZ - May 29, 2015 ASCE?-10 Components and Cladding Output Component Description Surface zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/+GCpi (psf) Net w/-GCpi (psf) SLINDING DOOR 3'x8" 1 4 31.0 65.9 0.84 0.18 55.4 43.5 67.2 31.0 65.9 -0.93 -61.3 -73.1 -49.4 5 31.0 65.9 0.84 55.4 43.5 67.2 31.0 65.9 -1.14 -75.1 -87.0 -63.3 . . .... ...... ...... .. . ...... .... . ..... ...... ... . ..... .. .. .. ...... . . . . ...... ...... . ...... . . WLS4--[1.10] Copyright©2020 SDG, Inc. Page 5 of 5 FERMIN A. MARTINEZ Project MARIA BEATRIZ GONZALEZ CONSULTING ENGINEER Date : 05/28/2015 F.P.E. No 19363 8340 SW 65 AVE. UNIT 3 Miami, FI. 33143 Tel. (305)298-3216 0 LOAD COMB. FACTOR=0.6WIND +0.6 DOORS: DOOR 3"x8' Z-4 67.20 x 0.6 = + 40.32 PSF 73.10 x 0.6 = - 43.86 PSF Z-5 67.20 x 0.6 = + 40.32 PSF 87.00 x 0.6 = - 52.2 PSF . . .... ...... ...... .. . ...... .... . ..... ...... ... . ..... .. .. .. ...... . . . . ...... .. . . ... FERMIN A. MARTINEZ Project: MARIA BEATRIZ GONZALEZ CONSULTING ENGINEER Date: 05/28/2015 FL. P.E. No 19363 8340 S.W. 65 AVE. UNIT 3 MIAMI, FLORIDA. 33143 Tel. 305-298-3216 Load Analysis: Wind: - Location Data: Wind speed V=175 mph Category Exposure: "C" -Building Data: Y... Building Classification: " I I" •• • ••• •• Building: ENCLOSED • Mean Height: HBidg:= 30ft+ 11in •.•.• •• :"": .•.. . •.... RoofAngle (0":12): erf:= O.Odeg ••�••� •••� ••••• "a" Calculation: • : ....:. Least horizontal dimension : • • Bhoriz= 64.0ft Wall height : h,,.,,:= 31.00ft •• a := x1 <— 0.1 • Bhoriz x2 f- 0.4• hwap x3 t— min(x1,x2) x4 <— 0.04• Bhoriz x5 +-- 3ft x6 <— max(x4,x5) x3 if x3 > x6 x6 otherwise a =6.4 ft 1 ft 1