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WS-18-581 i I r b Permit No.WS-3-18-581 �sHO1 S L,� Miami Shores VillageM Permit Type:W(ndoWs/S u tens .. A 10050 N.E.2nd Avenue NE ' OrkClassifcation:Window/Door Replacern Miami Shores,FL 33138-0000 Phone: (305)795-2204 Permit Status:APPROVED �ORIDA Issue Date.3/19/2018 F Expiration: 09/15/2018 Project Address Parcel Number Applicant 9740 NE 13 Avenue 1132050090450 Miami Shores, FL Block: Lot: JANICE MOST PICKARD Owner Information Address Phone Cell JANICE MOST PICKARD 9740 NE 13 AVE MIAMI FL 33138-2546 Contractor(s) Phone Cell Phone Valuation: $ 26,961.00 EAST COAST WINDOWS&DOORS. IP (954)581-2113 Total Sq Feet: 344 Type of Work:RETROFIT 19 WINDOWS AND 2 DOORS WIT Available Inspections: No of Openings:21 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building R Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $16.20 DBPR Fee Invoice# WS-3-18-66696 $4.65 03/06/2018 Credit Card $50.00 $319.95 DCA Fee $3.10 Education Surcharge $5.40 03/19/2018 Credit Card $ 319.95 $0.00 Permit Fee $310.00 Scanning Fee $9.00 Technology Fee $21.60 Total: $369.95 i I In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. ' OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. March 19, 2018 Authorized Signat e:Owner / Applicant / Contractor / Agent Date Building Department Copy March 19, 2018 1 �}lic� ��ya�`� J 4 �' a 3 ^ -' - 21_31;BRi--106772 - _ OR BK 30871 Ps 3181 (1Pss) ��TU�"E.OF C ��W��8� RECORDED 02/2 8 12v09:26 � -�� HARVEY RUVIN -'- xRECORDED COPY MUST uEPOSTED OmTHE JOB SITE xrTIME VFFIRST INSPECTION � CLERK DF `J R. MIAMI-DADE ��UNTY/ FLORIDA ~ ' PERMIT NO. �M FOLIO NO. THE UNDERSIGNED hereby gives notice that improvements will oemade ` ` pmpe�xand�acco�amcewhhCxapm,71a`�ond�,G�m�o.tho '---^`� . isprovided inthis Notice mCommencement. ~ . ^ . .+ . � . / Legal description mproperty and otreovadu . _ improvement:2. Description of . . . � 3.Owner(s)name and,address: 1011" PICICAeD Interest in. . ' . � m�mmmo��s mn�o�p�n�nome 4. Contractor's ouu d h ^ ` - 1711-W 7A& PDM 0 aft FL 5AAQ 5. Surety:(Payment bond required by owner from contractor, if any) -~ Name,address and phone number: M14 - Amount ofbond 7. Persons within the State of Florida aesignated by'Owner upon whom notices or other 6. Lender's name and address:— Ad.4 / .documents mayprovided by ^ Section 713.13(l)(a)7., Florida Statutes, Name, address and phone - . . . 8. maddition mhimself, Owners oesignatesm�nxmwmgpo�un�)meoawao�q�cnnmuano�swo��easpmvmoumuoouon -' - 713.1o�N�. Ro�doS��o. ' ' , Name, address and phone number: ' 9. Expiration date mthis Notice mCommencement: ~ " ^ (the expiration date is 1 year from the date mrecording unless�different date�specified) � WARNING roOWNER:ANY PAYMENTS T* bnCD MPROPER PAYMENTS UNDER CHAPTER 713, PART` , SECTION 713.13. FLORIDA/ TWICE FOR mpnovemewToroYOUR pRops��Awn�cEoFCOMMENCEMENT MUST osnsnono�oAND AND �POSTED ON THE JOB N RESULT IN'YOUR �SITE 'BEFORE THE ^ ^^ FIRST INSPECTION.|FYOU INTEND FImAwC|ma.cowoucr��H YOUR LswosRonmym�oRwe/Bspons��wo|wawonx " onnsoonmmnvounwonoeo�oow�swcsm�mT ` - . ~ ` , . ` ironmr/p ' ~ Prepared By pepared B Print Name UA 17,e c,4! r XJP-Hrifit Name Title/Office Title/Office STATE OF FLORIDA i,, COUNTY OF MIAMI-DADE -21-Individually, or Ll as for / Personally~� known,`"n=W""""e" .the following type mm Signature of Notary Public:Print Name: % 20 VERIFICATION PURSUANT TO SECTION 92.525,FLORIDA STATUTES Under penalties of perjury, I declare that I have.read the , / Cn foregoing and Si nature of Owner(s)or Owner(s)'s Aut zed ' . that the facts stated in it are true,to the best of my knowledge and belief. 01 #FF 136248 Z ^ - - ' uy By ^ --1 �� -'- - ' ,~ . ° Miami Shores VillageCOD BuildingDepartment. MA `os z ,s 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 BY: a V Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 , FBC 201 'BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL Ix I ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP (� c CONTRACTOR DRAWINGS JOBADDRESS: -IL�� L I,� i�✓EAIi7t� City: Miami Shores County: Miami Dade zip:-330A Folio/Parcel#: 11 .&2oS, ODI 17yfD Is the Building Historically Designated:Yes NO - Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: r OWNER:Name(Fee Simple Titleholder): -�JAA1 LE -PI c Ka 9% Phone#: LAS• O?l r- 1-8(0(n Address: 171/0 4C 134n Aucgoc City: MI.A%k1 Stj:!�RES State: FL Zip: 33I313 Tenant/Lessee Name``: 11 ICL Phone#: Email•��Gc�G4 (0 0-zrA-c&S+- ne-+ CONTRACTOR:Company Name: CAST CnAS-r -PopAS Phone#: 9Sz/—,s'8�-x11,5 Address:14I I Ave- � City:RPIM PAALD state ?_ zip: 33 Qualifier Name: Dwk" M agLS Phone#: ,I,I State Certification or Registration#: CGC 7�7 ISD y3 Certificate of Competency#: DESIGNER:Architect/Engineer: 1110. Phone#: Address: City: State: Zip: f Value of Work for this Permit:$ 07Pe p L(,P Square/Linear Footage of Work: 3yy l� Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ElDemolition Description of Work: Re + 19 windwjs f' o2 d ocy-i W/h LAAes-C4 1 Specify color of color thru tile: Submittal Fee$ Permit Fee$ t CCF$ CO/CC$ Scanning Fee$ Radon Fee$ ( `'�d DBPR$ 3 ' V Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ r TOTAL FEE NOW DUE$ (Revised02/24/2014) ' I a Bonding Company's Name(if applicable) i 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, F 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." l 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 perm't is issued. In the absence of such posted notice, the i inspection will t be approved and a reinspectiofll be ch arged. � r Signature a , Signature f OWNER or AG INT CONTRACTOR The fore in instrum was acknowledged before me this The foreg ' instrument was acknowledged before me this ay of J 20 by �0 day of 20�J by i•G� who is personally known to -(`F tja y-c ,wh 15 known o me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. i NOTARY PUBLIC: NOTARY PUBLIC: \e\o,�e�Nf,1111�i��q�� ,{ \ �PN�R�CgF��i ��\�PN�R Sign: .• M\SSION •.F /i Sign: \1` N '•� i o r� 9 Print: cn� Z Print: * Seal: _* : �' :*= Seal: 2Z #FF 136248 #FF 136248 Q• 5 5. �O��•°a eonded the tem; Q i 9••°a Bonded /�q9`••i pUbilC UDde;''��O\�\ //�` •:;"Ublic Ural APPROVED BY `�, Plans Examiner Zoning t Structural Review Clerk (Revised02/24/2014) E Miamishores Village ` OR s Building Department sell 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �OR1pA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows, doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: r Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknoledgement. --12 -Cdoaf � S Qua i ' r/Owner Signature Date Print Name I t , ` � EAST COAST , windows & Doors ... STATE CERTIFIED GENERAL CONTRACTOR ' LICENSE#CGC1504"3—SPECIAL TYBUILDING-GLAZING=CC#968170-G-X 1711 SW 7* Avenue-Pompano&ach,FL 33060 office(954)581-2113-mobile Ed(954)240.4932 or Chris(954)309-4221--fax(954)581-2114 P : 132208 CHANGE TO CONTRACT Change to Contract submitted to: Janice Pickard Change to Contract Issue Date: 1/22/2018 9740 NE 13 Avenue Change to Contract Number: 001 Miami Shores, FL 33138 The Contract signed on 11=2018 will be changed as follows: F r r The following product will be deleted: Mark 14 One(1) Single(Modern)Textured Fiberglass Door(will come primed ready for paint) r THE NOTES AND TERMS-AND CONDITIONS OF THE ORIGINAL CONTRACT SHALL REMAIN THE SAME The original Contract value was....................................................................................a.................... $ 28,271.00 The Contract value will be changed by this Change to Contract in the amount of........................................ $ 1,310.00 The new Contract value including this Change to Contract will be............................................. $ 26,961.00 9 Payment schedule to be revised as follows: Down Payment: $ 10,784.00 Due at Completion of Installation: $ 13,481.00 Due After Punch-Out and Final Inspection: $ 2,696.00 Cost of Permit To be Determined Change to ontract is ACCEP ED: G�--- Signature: r Signature: By: lV`Hi tt �C �C�. o�-- ' By: z. Date: ( L Date: , r* a [ k EAST COAST 1 Windowsh Doom.. CONTRACT STATE CERTIFIED GENERAL CONTRACTOR LICENSE#CGC 1504443—SPECULTYBUILDING-GLAZING—CC#96-8170-G-X 1711 SW T* Avenue-Pompano Beach,FL 33060 PO# 132208 office(954)581-2113-mobile Chris 954-309-4221-fax(954)581-2114 TRACT SUBMITTED TO PHONE DATE Janice Pickard 305-215-7866 1/20/2018 STREET JOB NAME 9740 NE 13th Avenue rrY,STATE AND ZIP CODE JOB LOCATION Miami Shores, FL 33138 90 ay guarantee on repair, 1 year guarantee on new installation. Cleaning of windows,intenor and extenor painting response I e —57 otHers. Page 1 of 2 Supply all materials, equipment and labor to install the following IMPACT RESISTANT products: Mark 1 Two (2) PGT 740 Series Casement Windows(XX)with 7/16" Bronze Glass One (1) Structural Mull Bar with Clips 2 One (1) PGT 740 Series Casement Window(XX)with 7/16" Bronze Glass 3 One (1) PGT 740 Series Casement Window(XX)with 7/16" Bronze Glass 4 One (1) PGT 740 Series Casement Window(XX) with 7/16" Bronze Glass 5 One (1) PGT 740 Series Casement Window(X)with 5/16" Bronze Glass with White Interlayer f 6 One (1) PGT 740 Series Casement Window(XX)with 7/16" Bronze Glass 7 One (1) PGT 740 Series Casement Window(XX)with 7/16" Bronze Glass 8 One (1) PGT 740 Series Casement Window(X)with 5/16" Bronze Glass with White Interlayer 9 Two (2) PGT 740 Series Casement Windows (XX)with 7/16" Bronze Glass One (1) Structural Mull Bar with Clips 10 One (1) PGT 740 Series Casement Window(XX)with 7/16" Bronze Glass 11 One (1) PGT 740 Series Casement Window(XX)with 7/16" Bronze Glass 12 One (1) PGT 720 Series Picture Window with 7/16" Bronze Glass with White Interlayer 13 One(1) PGT 740 Series Casement Window(XX)with 7/16" Bronze Glass 14 One (1) Single(Modern)Textured Fiberglass Door(will come primed ready for paint) 15 One (1) Single 6-Panel Smooth Fiberglass Door(will come primed ready for paint) 16 One (1) Single 6-Panel Smooth Fiberglass Door(will come primed ready for paint) I *Aluminum windows and doors will have White frames* *All windows and doors will be full view(no colonial muntins/grids)* I 6 4 t I I \h4 Customer ,, ECW Signature � r" "" Date Signature Date/ i of :This contract cannot be can Iled or cfi ged after 3 days. Pickard J(Contract) JT r , t EAST COAST 1 _ _Windows & Doors,NC. CONTRACT STATE CERTIFIED GENERAL CONTRACTOR LICENSE#CGC 1504443-SPECIAL TY BUILDING-GLAZING-CC#96-8170-G-X } 1711 SW 7A Avenue-Pompano Beach,FL 33060 PO# 132208 office(954)581-2113-mobile Chris 954-309-4221-fax(954)581-2114 CONTRACT SUBMITTED TO PHONE DATE Janice Pickard 305-215-7866 1/20/2018 STREET JOB NAME E 9740 NE 13th Avenue ITY,STATE AND ZIP CODE , JOB LOCATION Miami Shores, FL 33138 90 ay guarantee on repair, 1 year guarantee on new installation. Cleaning of windows,interior and exterior painting responsibility of others. Page 2 of 2 I Description of work: Remove old windows and doors. Down Payment: Mark#14 Clean and inspect openings. Amount $ O.M.0v I Install new windows and doors. Check# 4M Y t Anchor with code approved tapcons. Date Patch perimeter stucco where necessary. D.L. # e 263- 3- - `Z 6t/-o I Caulk and seal inside and out. a ( Sweep and vacuum all work areas. Haul away old windows, doors, and debris. Notes: 1) Screens are included for all operable windows 2) All Casement Windows will have Folding Handles 3) Fiberglass door hardware(handles 8r deadbolts) are NOT included 4) Federal law requires that all contractors test for lead in all homes built before 1978. Price below-does not include lead renovation and/or abatement if lead is found. { 5) Price Includes Shutter Removal and Patching of Holes Payment to be made as follows: Down Payment due at contract'signing: $ 11,308.00 We PlrolpoSe hereby to fumish material and labor—complete in accordance Due at completion of installation: $ 14,136.00 with above specifications for the sum of: Due after punch out and final inspection: $ 2,827.00 1 dollars ($ $28,271.00 ). Permit cost from the City/County: To be Determined. Term's&Conditions: 1) East Coast Windows&Doors,Inc.will service manufacture's defects. However,defects and service schedule will not be cause for holding final payment. 2) East Coast Windows&Doors,Inc,is not responsible for manufacturer delays or acts of God that may delay installation. 3) East Coast Windows&Doors is NOT responsible for damage to any type of window treatment or flooring 4) East Coast Windows&Doors is NOT responsible for shutter removal 5) East Coast Windows&Doors is NOT responsible for custom wall finishes(wall paper,faux finishes,etc...) 6) East Coast Windows&Doors is NOT responsible for moving of furniture or any damages due to moving of furniture. 1 7) East Coast Windows&Doors Will not service Fiberglass doors that are not stained of painted within 60 days of installation. Aeeeptanee of Contract-The above prices,specifications,terms and conditions are All material is guaranteed to be as specified.All work to be completed in a workmanlike manner according to standard satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be practices.Any akeration or deviation from above specifications involving extra cost will be executed only upon written orders made as indicated above. Materials remain the sole property of East Coast Windows&Doors,Inc.until and will become an extra charge over and above the estimate.All agreements contingent upon strikes,accident or delays the job is paid in full. If it becomes necessary for East Coast Windows&Doors,Inc.to employ a collection beyond our control.Owner to carry fire,mmado and other necessary insurance.Our workers are fully covered by worker's agency and/or attorney to collect on this bill,I the undersigned agree to pay all court costs and attorney Compensation Insurance. fees. f ^ CustomerV EC Signature L/ Signature -�o—J Date Date o :This contract cannot be t ncelled of changed after 3 days. Pickard J(Contract) JT Property Search Application - Miami-Dade County Page 1 of 3 1; y When buying real estate property,you should not assume that property taxes will remain the same.Whenever there is a change in ownership,the IMPORTANT assessed value of the property may reset to full market value,which could result in higher property taxes.Please use our Tax Estimator to MESSAGE approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes.Please visit the Tax Collectors website directly for additional information. r Address Owner Name Subdivision Name Folio SEARCH. 9740 NE 13 Ave. Suite Back to Search Results PROPERTY INFORMATION 0 �; � ., 6W Folio:11-3205-009-0450 Sub-Division: �& '�',•• EARLETON SHORES .,.;;�+ "" r. g 3' Property Address �s 9740 NE 13 AVE Miami Shores,FL 33138-2546 Owner JANICE MOST PICKARD Mailing Address uY 9740 NE 13 AVE MIAMI SHORES,FL 33138 �� t PA Primary Zone 1400 SGL FAMILY-3001-3250 SO i ii�i. �Irl rB�r3 Ptr �?,I S • ' li Primary Land Use 0101 RESIDENTIAL•SINGLE FAMILY:1 UNIT Beds I Baths I Half 3/2/0 .t Floors Living Units 1 Actual Area 2,392 Sq.Ft Living Area 2,312 Sq.Ft q,p P'I'til w � .. '. r . Adjusted Area 2,184 Sq.Ft � - �•� � Lot Size 8,286.18 Sq.Ft Year Built 1952 Featured Online Tools Comparable Sales Glossary Non-Ad Valorem PA Additional Online Tools Property Record Cards Property Search Help Assessments Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION 0 BENEFITS INFORMATION 0 Year 2017 2016 2015 Benefit Type 2017 2016 2015 Land Value 298,554 $277,869 $253,047 Save Our Homes Cap Assessment Reduction $221,357 $206,679 $184,693 Building Value $153,27 $154,540 $155,807 Homestead Exemption $25,000 $25,000 $25,000 Extra Feature Value $0 $0 $0 - - -- ----- Second Homestead Exemption $25,000 $25,000 $25,000 http://www.miamidade.gov/propertysearch/ 3/12/2018 Property Search Application - Miami-Dade County Page 2 of 3 Market Value $451,827 $432,409 $408,854 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board, City,Regional). ,i Assessed Value $230,470 $225,730 $224,161 t - -- - i......................................... ............_. _ FULL LEGAL DESCRIPTION 0 TAXABLE VALUE INFORMATION 0 1 2017 2016 2015- 1 5 53 42 '...__.-._._.-_. ... .......... ..-,...-.......... __ ._. __.............. ' COUNTY _ EARLETON SHORES PB 43-80 ?..._.._...... _. .... ....... _._._........_. _._ .......... ._._....__ ..._......_-_. .. 't LOT 20 BLK 3 j Exemption Value $50000 $50000 $50000 ` - - :LOT SIZE 76.020 X 109 Taxable Value $180,470 $175,730 $174,161 ) ,,,,,,,,,, ,,,,,„,,,,,..,, ,,,_ ..._.........,._..._. ......_.._...........,._........._... ..._.# OR 20543-4343 05 20014 `SCHOOL BOARD Exemption Value $25,000 $25,000 $25,000' Taxable Value $205,470 $200,730 $199,161 CITY Exemption Value $50,000 $50,000 $50,000, Taxable Value $180,470 $175,730 $174,161 r ;. __.._...... .. ....._.. .. REGIONAL # Exemption Value $50,000 $50,000 $50,000, Taxable Value $180,470 $175,730 $174,161 SALES INFORMATION 0 3 Previous Sale Price OR Book-Page Qualification Description Previous Owner 1 1 02/11/2013 $100 28567-4382 Corrective,tax or QCD;min consideration JANICE MOST-PICKARD&H GEORGE JR i 105/01/2001 $0 20543-4343 Sales which are disqualified as a result of examination of the deed I I i 11/01/1998 $240,000 18356-893 Sales which are qualified I 06/01/1996 $0 17643-1340 Sales which are disqualified as a result of examination of the deed °.04/01/1989 $150,000 14096-3227 Sales which are qualified 08101/1988 $105,000 137841529 Sales which are qualified ' -.For more information about the Department of Revenue's Sales Qualification Codes. 2017 2016 2015 _.. LAND INFORMATION 0 Land Use Muni Zone PA Zone Unit Type Units Cale Value I GENERAL R-25,R-26 1400.SGL FAMILY-3001-3250 SQ Front Ft. 76.02 1$298,554: , BUILDING INFORMATION 0 Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft Adj Sq.Ft Calc Value 1 1 1952 2,392 2,312 2,184 $153,273 r,!Building Sketches Availablel ~ EXTRA FEATURES 0 }Description Year Built Units Calc Value ADDITIONAL INFORMATION The information listed below is not derived from the Property Appraiser's Once records.It is provided for convenience and is derived from other government agencies. t h http://www.miamidade.gov/propertysearch/ 3/12/2018 Property Search Application- Miami-Dade County Page 3 of 3 l I LAND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE Empowerment Zone: NONE Enterprise Zone: NONE i Urban Development: INSIDE URBAN DEVELOPMENT Zoning Code: R25- BOUNDARY Existing Land Use: 10-SINGLE-FAMILY,MED.-DENSITY(2.5 DU/GROSS ACRE). I Government Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS ,.,............. ......_.......,_,__.., ...,,,,....,,,_...,,,...�..,,....._.... ..,m._.,._...,.�...., ,.,........_. ...,�.. ._........ ........q{ Business Incentives Childrens Trust City of Miami Shores Environmental Considerations S Florida Department Of Revenue Florida Inland Navigation District PA Bulletin Board Non-Ad Valorem Assessments SSchool Board South Florida Water Mgmt District Tax Collector 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:/twww.miamidade.govftnfo/disclaimer.asp 1 For inquiries and suggestions email us at http://w .miamidade.govlPAPortal/ContactForrdContactFormMain.aspx. Version:2.0.3 EXEMPTIONS 8 REAL ESTATE TANGIBLE PERSONAL PUBLIC RECORDS ONLINE TOOLS TAX ROLL BENEFITS PROPERTY ADMINISTRATION Deployed Military 40 Yr Building Appealing your Address Blocking Property Search Appealing your Re-Certification Assessment Assessment Disability Exemptions Change of Name Property Sales Appealing Your Assessment Reports Homestead Assessment Information Search Change of Address Tax Estimator Institutional Defective Drywall Exemptions Change of Ownership Tax Comparison &Title Senior Citizens Folio Numbers Extension Requests Homestead Declaration of Exemption and Mortgage Fraud Filing Returns Condominium Portability More> More> More> More> More> More> Home Privacy Statement Disclaimer About Us ADA Notice Contact Us 2, <A ®2014 Miami-Dade County.All rights reserved. http://www.miamidade.gov/propertysearch/ 3/12/2018 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2017 THROUGH SEPTEMBER 30,2018 DBA: Receipt#:180-5514 LCONTRACTOR (GENE Business Name:EAST COAST WINDOWS & DOORS INC Business Type:CONTRACTOR) Owner Name:EDWARD J MORRIS BusinessOpened:l2/04/2002 Business Location:1711 SW 7 AVE State/County/Cert/Reg:CCC 1504443 POMPANO BEACH Exemption Code: Business Phone: 954-581-2113 + Rooms Seats Employees Machines Professionals 5 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Yeaks Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. I Mailing Address: EAST COAST WINDOWS & DOORS INC Receipt #032-16-00001014 1711 SW 7 AVE Paid 09/05/2017 27.00 i POMPANO BEACH, FL 33060 l i 2017 - 2018 { t A ! DATE(MM/DD/YYYY) ' -- CERTIFICATE OF LIABILITY INSURANCE 05/08/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S);AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Certifi tes NAME: West Insurance Of Florida PHONE (9 54)491-1942 ac Nd; (954)491-1636 MAIL 1324 E Commercial Blvd DRE trae@westinsfl.com Fort Lauderdale,FL 33334 INSURER(S) AFFORDING COVERAGE NAIC# Phone (954)491-1942 Fax (954)491-1636 INSURERA: Colony Insurance Company INSURED INSURER B: Falls Lake National Insurance Company East Coast Windows&Doors Inc INSURER C: Commerce&Industry Insurance Company 1711 SW 7 Ave INSURER D: AIG Insurance Company INSURER E: Evanston Insurance Company Pompano Beach FL 33060 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. ILTRNSR TYPE OF INSURANCE ADD UB POLICY NUMBER MM%DDY EFF MMIDDY EXP LIMITS ' ❑ COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 DAMAGE To RENTED ❑ CLAIMS-MADE 0 OCCUR PREMISES (E.occurrence) $ 100,000.00 F-1MED EXP(Any one person $ 5,000.00 A Y Y 103 GL 0003992-02 05/07/2017 05/07/2018 ❑ PERSONAL&ADV INJURY $ 1,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE , $ 2,000,000.00 PRO- El POLICY ❑ JT ❑ LOC PRODUCTS-COMP/OP AGG $ 2,000,000.00 ❑ OTHER ff $ AUTOMOBILE LIABILITY EOMaBINd DtSINGLE LIMIT $ 1,000,000.00 ❑ ANY AUTO BODILY INJURY(Per person) $ B ❑ ALL AUTOS OWNED © AUTOSULED Y Y GMIBA0000005500 05/07/2017 -05/07/2018 BODILY INJURY(Peraccdent) $ I ❑ HIREDAUTOS © A�NOSWNED - } POacE.caR'd DAMAGE ❑ ❑ $ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE $ 2,000,000.00 C ❑ EXCESS LIAB ❑CLAIMS-MADE Y Y BE019713718 05/07/2017 05/07/2018 'AGGREGATE $ 2,000,000.00 ❑ DED ❑ RETENTION$ I $ WORKERS COMPENSATION S6 PTR ❑OTH- AND EMPLOYERS'LIABILITY Y/N ER ANY PROPRIETOR/PARTNER/EXECUTIWCO196O9760 05/07/2017 05/07/2018 E.L.EACH ACCIDENT $ 1,000,000.00 D OFFICER/MEMBER EXCLUDED? � NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000.00 I. If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000.00 E'` UmbrellaY Y MKLV2EUE100039 08/01/2016 08/01/2017 $3,000,000 Occ/$3,000,000 Agg DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) ' GC#CGC1504443 i - a - CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138 ' AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. I ACORD 25(2014101)QF The ACORD name and logo are registered marks of ACORD i r 1 R 0 2018 ` B ¢ . FEMA 50% RULE - SUBSTANTIAL IMPROVEMENT: i OR SUBSTANTIAL DAMAGE SUBSTANTIAL IMPROVEMENT/DAMAGE 2101-0410 A NOTICE TO PROPERTY OWNERS Rebuilding your Home after the storm? T f Adding on, renovating, or remodeling your home? Here's information YOU need to know about the "50% Rule" . If your home or business is below the 100-year flood elevation, also known as the Base Flood Elevation (BFE), FEMA has flood damage prevention regulations that may affect how you remodel, renovate, or add on to your building. If your home or business sustained = structural and/or interior damage, these regulations may affect how you rebuild. These laws r are required by the National Flood Insurance Program to protect lives and investment from future flood damages. Miami Shores Village is required to adopt and enforce these laws in order for federally -backed flood insurance to be made available to we residents and property owners. x .;.:! SAVE YOURSELF TIME AND MONEY! =` PLEASE READ THE FOLLOWING INFORMATION: SUBSTANTIAL DAMAGE means damage of any origin sustained by a structure whereby the cost of restoring the structure to it's before damage condition would equal or exceed 50 percent of the market value or replacement cost of the structure before the damage occurred. (Note: The cost of the repairs must include all costs necessary to fully repair the structure to its "before damage" condition.) SUBSTANTIAL IMPROVEMENT means any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market .414 value of the structure before the "start of construction" of the improvement. If a building is 3 "substantially damaged" or "substantially improved", it must be brought into compliance with :s the flood damage prevention regulations, including elevating the building to or above the - 100-year flood elevation. Miami Shores Village, follows the National Flood Insurance Program requirements, and has _ 3 the responsibility to determine "substantial damage" and "substantial improvement",,,and has implemented the procedures on the following pages to do so. xg t i a z I ' , .I SUBSTANTIAL IMPROVEMENT -ORSUBSTANTIAL DAMAGE NOTICE TO PROPERTY OWNERS Miami Shores Village will use the assessed value of your structure (excluding the land) recorded by the Property Appraiser's Office. If you disagree with the Property Appraiser's valuation of the structure, you may engage a property appraiser licensed by the State of Florida to submit a comparable property appraisal for the total market value of the structure. You mustrobtain and submit to the Building Department a detailed and complete cost estimate for the addition, remodeling, reconstruction or for repair of all the damages sustained by your home, prepared and signed by a licensed general contractor. The contractor must sign an affidavit indicating that the cost estimate submitted includes all damages or all improvements to your home, not just structural. The signed contract document must be submitted with your application. If the owner is acting as his or her own contractor, the owner is responsible for submitting the cost estimate, and providing documentation, including subcontractor bids, to document the cost estimate. The Building Department will evaluate the cost of improvements or repairs and determine if they are fair' and reasonable. For damage repairs, pre-storm prices and rates will be utilized. The cost of improvements or repairs does not include items not considered a permanent part of the structure. (i.e" plans, surveys, permits, sidewalks, pools, screens, sheds, gazebos, fences, etc. -- see attached copy). If your home is determined to have "substantial damage"or is proposed to be"substantially improved", Sen an,elevation certificate must be submitted to the Building Department to determine the lowest floor elevation. Garages and carports are not considered to be the"lowest floor". If the lowest floor is below the 100-year flood elevation, the building must be elevated to the 100 year flood elevation, or above, that level. Likewise, all electrical and mechanical equipment (heating and cooling, etc.), bathrooms, and laundry rooms must be elevated to, or above, the 100-year flood level. Only parking, building access and limited, incidental storage is allowed below the flood level. Non- residential buildings may be"flood-proofed" instead of being elevated. k If the lowest floor of the structure, including electrical and mechanical equipment and bathroom are already above the'100-year flood,elevation, the building can be repaired and reconstructed without having to comply with the fifty percent(50% ) rule. Building plans must be prepared to show how the building is to be elevated. If located in a V-zone, Coastal High Hazard Area, or if the building is to be flood-proofed, these plans must be prepared and certified by a registered professional engineer or architect. Certificates for this purpose are available from the Building Department. IMPORTANT NOTE ON DONATED MATERIALS AND VOLUNTEER LABOR: The value placed on materials should be equal to the actual or estimated cost of all materials to be used. Where materials or servicing equipment are donated or discounted below normal market values, the value should be adjusted to an amount equivalent to that estimated through normal market transaction. Self or Volunteer Labor: The value placed on labor should be equal to the actual or estimated labor charge for repairs of all damages sustained the structure. Where non-reimbursed (volunteer) labor is involved, the value of the labor should be estimated based on applicable minimum hourly wage scales for the type of construction,work to be completed. Our permitting official based on his/her professional judgment and knowledge of local/regional wage scales can provide additional guidance to determine reasonable labor rates for professional trades (i.e. electricians, plumbers, block masons, framing, HVAC). SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE. ITEMS TO BE INCLUDED' (Please check off each line) ALL STRUCTURAL ELEMENTS INCLUDING: [] Spread or continuous foundation footings and pilings [J Monolithic or other types of concrete slabs [] Bearing walls, tie beams and trusses [J Wood or reinforced concrete decking or roofing [) Floors and ceilings []Attached decks and porches ( ] Interior partition walls [] Exterior wall finishes (e.g., brick, stucco or siding) including painting and decorative moldings []Windows and doors [ ] Re-shingling or re-tiling a roof [] Hardware ALL INTERIOR FINISH ELEMENTS, INCLUDING [ ] Tiling, linoleum, stone or carpet over sub-flooring [] Bathroom tiling and fixtures []Wall finishes (e.g., drywall, painting, stucco, plaster, paneling, marble'or other decorative finishes) []'Kitchen, utility and bathroom cabinets [] Built-im bookcases, cabinets and furniture (] Hardware ALL UTILITY AND SERVICE EQUIPMENT, INCLUDING: [J HVAC equipment [] Repair or reconstruction of plumbing and electrical services [),Light fixtures and ceiling fans [] Security systems [] Built-in kitchen appliances [] Central vacuum systems []Water filtration, conditioning or recirculation systems { I ALSO: ( ]'Labor and other costs associated with demolishing, removing or altering building components [] Overhead and profit ITEMS TO BE EXCLUDED Plans and specifications Survey costs Permit fees Debris removal, (e.g., removal of debris from building or lot, dumpster rental, transport fees to landfill and landfill tipping fees), clean-up (e.g., dirt and mud removal, building dry out, etc.) Items not considered real property such as: throw rugs (carpeting over finished floors), furniture, refrigerators, appliances which are not built-in, etc. OUTSIDE IMPROVEMENTS, INCLUDING: Landscaping Sidewalks Fences Yard lights Swimming pools\spa Screened pool enclosures Sheds Gazebos Detached structures (incl. garages) Landscape irrigation systems Docks and Davits Seawalls Driveways Decks ITEMS REQUIRED TO EVALUATE YOUR APPLICATION APPLICANT MUST SUBMIT ALL OF THE FOLLOWING (please check off each item): 1. Completed and signed application for substantial damage/improvement review (included in this package). 2. Elevation certificate if property is located above base flood elevation. 3. Property Owner's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 4. Contractor's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 5. Estimated Cost of reconstruction/improvement form (included in package) and all required backup. Include subcontractor's bids and itemized cost lists (see footnote on Cost Estimate Form). 6. This checklist. 7. Copy of construction contract. If the owner is the contractor, submit all subcontractor bids to document the cost estimate. i 1 SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE l OR SUBSTANTIAL IMPROVEMENT REVIEW Property Address: ge14o AJ F, 13 �N uE "1 Property Owner's Name: JANICe Pick,40-1) Property Owner's Address: Q`14o A1C- 13 A*ti1uE Property Owner's Phone Number: Contractor's Name: ' CAST' N-Sr wIN Boras boo2s, lAJL Contractor's Address: 1711 SW I Av2N UE ?6INPAl10. &(--ft 33040 Contractor's Phone Number:p�U,S81' LIJ3 Flood Zone BFE Lowest Floor Elevation (Excluding garage or carport) Check one of the following: [ J I am attaching a State Certified Appraiser's report, valuing the structure at: 4XI am not attaching a State Certified Appraiser's report and I accept the use of the valuation of nvy property that has been recorded by the County Property Appraiser's Office. a SIGNATURES: l v 1 Property Owner: Date: Contractor: Date: SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE PROPERTY OWNER'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: q 1J40 NE 13 I vem U e Contractor's Name: Property Owner's Name: �q.N ICE I71 CIGAIZD Property Owner's Address: q140 M6 13 o,4r_NU E Property Owner's Phone / Number: I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject structure including all additions, improvements and repairs and, if the work is the result of Substantial Damage, this work will return.the structure at least to the"before damage" condition and bring the structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. I See attached itemized list. STATE OF C.pfj-7. 4 COUNTY OF Before me this day personally appeared who, being duly worn, deposes and says that she has re d derstands, and agrees to comply with all the afor a tioned ditions. Pro rty Owner's Signature Sw r to and subscribed before me this of \s ` .•ill 'l/j,�� Notary P lic State of Z� ••^MM� !ON'•._ �i My commission expireeg� ?o 2�F ; cmn: #FF o ; 136248 • %9�•��IC S T Al f t SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE CONTRACTOR'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: 1 q'lO N C 13 AreNu r— Contractor's Name: 60640 Moau& Contractor's Company Name: CAs,—wsr mi&ioa ws 4 kq4 �lvC Contractor's Address: 1711 Skl 7A-vemue PoripAw &y 6— 'Mo ` Contractor's Phone Number: g s4-sgl-2(13 Contractor's State Registration or Certification Number: C66 1504114A43 Contractor's We Registration Number(if applicable): I hereby attest that I, or a member of my staff, personally inspected the subject property and produced the attached itemized list of repairs, reconstruction and/or remodeling which are hereby submitted for a Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage, this list of Work, will return the structure to at least its condition prior to damage and bring the structure into compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed for the subject building are included in this estimate and that neither I nor any subcontractor or agent representing me will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED'BUILDING PLANS. See attached itemized list. STATE OF i COUNTY OF W • Be a me this day personally appeared ") lt.S who, being duly s n, deposes and says that he/she as read, understands, and agrees to comply with all the aforem oned conditions. Con or's Signature \,��11111111�11111/ll�� Sworn to and subscribed before me this o� d f `�� •QS'o CgFF/e�� Notary Pub4c State of: e \y 5,?o ,o•. y My commission expires: a o #FF 136248 :Q i 9 •�a Bonded kW 09'. •Q.; s ///// 16111111%0\�\\\\\ Application Cost Estimate of Reconstruction / Improvement Number Date Address This cost estimate of reconstruction/improvement must be prepared by and signed by the contractor or,by the owner if the owner acts as the contractor. Owners who act as their own r contractors must,estimate their labor cost at the current market value for any work they intend to perform. Sub-Contractor.Bids Contractor or Owner Material Labor Costs Estimates Costs Bid Amounts (see note "D") 1. Masonry 2. Carpentry Material (rough) 3. Carpentry Labor(rough) 4. Roofing 5. Insulation and Weather-strip 6. Exterior Finish (stucco) 7. Doors, Windows &_Shutters. 8. Lumber Finish 9. Hardware 10. Drywall 11. Cabinets (Built-in) 12. Floor Covering 13. Plumbing 14. Shower/Tub/Toilet 15. Electrical & Light Fixtures 16. Concrete 17. Built-in Appliances 18. HVAC 19. Paint' 20. Demolition &-Removal 21. Overhead & Profit r f irA:aani Shores Village � Y , APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL 10 S ATE AND COUNTY RU4ES AND REGULATIONS 8 9 9a 9b qc 11 131/8 x 501/2 GA 36 3/4 x 25 3/4 GA (4)36 15/16 x 621/8 GA 31 1/2 x 80 3/4 FGD '131/8 x 50 1/2 GA Egress (3)Frame Assembly Tubes @ 621/8 Master Bath Master Bedroom 6 131/8 x 50 1/2 GA Family Room D/n/ng Room K/tchen 36 1/2 x 313/8 GA 12 Egress tv Bath 251/8 PW j 13 O 5 I I36 3/4 x 25 3/4 GA 14 r 331/2 x W 3/4 FGD j — -- L/v/ng Room , Egress 15 4 '13 1/8 x 50 1/2 GA 413/8 x 45 3/4 CAj (4)313/4 x 621/8 GA �I Bedroom Bedroom Front Door (3)Frame Assembly Tubes @ 621/8 Garage Egress Egress 131/8 x 50 1/2 GA 131/8 x 50 1/2 GA 1 c 1 b 1 a 1 •• ••• • • • • • •• . . • . .. ..• •. . • • .. Prepared - _ F"• ' • • P �J� Job site: East Coast Windows&Doors, Inc. • ' ' ' • Pickard Residence • . • • • • • 1111 51,N 1th Avenue • • ghtet 1 of 1 9140 NE 13th Avenue • •• • • • ' Pompano Beach FL 33060 Miami Shores FL 33138 954-581-2113 . • • . . • • • • • • •• •• • • . .• •• •.. . . • •.. . • JOB ADDRESS WINDOW/ DOOR Opening Information - 9740 NE 19th Avenue WINDOWS / DOORS MULLION BARS Pickard Residence SHUTTER Re 'd NOA PRESSURES REQUIRED NOA PRESSURES WINDOWS&DOOR PRESSURES PRODUCT GLASS Y/N Y/N PRODUCT BAR SIZE I APPROVAL# type/size APPROVAL# 1 (+)PSF (-)PSF (+)PSF (-)PSF (+)PSF (-)PSF # ! SIZE 1 31 3/4 x 621/8 10.0 16.5 40.1 43.4 11-0614.14 7/16"AN/AN N la 31 3/4 x 621/8 10.0 16.5 40.1 43.4 11-0614.14 1/16"AN/AN N FAT Frame Assembly Tubes 1 b 31 3/4 x 621/8 10.0 16.5 40.1 43.4 11-0b14.14 1/16"AN/AN N 1 c 31 3/4 x 621/8 10.0 16.5 40.1 43.4 11-0614.14 1/16"AN/AN N 2 13 1/8 x 50 1/2 10.0 90.0 38.2 41.6 11-0614.14 l/16"AN/AN N FAT Frame Assembly Tube 3 131/8 x 50 1/2 10.0 90.0 31.1 48.9 11-0614.14 1/16"AN/AN N FAT Frame Assembly Tube 4 131/8 x 50 1/2 10.0 90.0 31.1 48.9 11-0614.14 1/16"AN/AN N FAT Frame Assembly Tube 5 36 3/4 x 25 3/4 10.0 1 90.0 40.1 43.4 11-0614.14 5/16"AN/AN N N b -131/8 x 50 1/2 10.0 90.0 31.1 48.9 11-0614.14 1/16"AN/AN N FAT Frame Assembly Tube l 13 7/8 x 50 1/2 10.0 90.0 31.1 48.9 11-0614.14 1/16"AN/AN N FAT Frame Assembly Tube 8 36 3/4 x 25 3/4 10.0 90.0 40.1 43.4 11-0614.14 5/16"AN/AN N N 9 36 15/16 x 621/8 10.0 86.5 39.0 42.4 11-0614.14 1/16"AN/AN N 9a 36 15/16 x 621/8 10.0 1 86.5 39.0 42.4 11-0614.14 1/16"AN/AN N Frame Assembly Tubes 9b 36 15/16 x 621/8 10.0 86.5 39.0 42.4 11-0614.14 1/16"AN/AN N 9c 36 15/16 x 621/8 10.0 86.5 39.0 42.4 11-0614.14 l/16"AN/AN N FAT 10 31 1/2 x 80 3/4 65.0 65.0 39.0 42.4 FL 16108.1 N/A N N 11 131/8 x 50 1/2 10.0 90.0 38.2 41.6 11-0614.14 1/16"AN/AN N FAT Frame Assembly Tube 12 3b 1/2 x 313/8 90.0 130.0 40.1 53.6 11-0614.14 1/16"AN/AN N N 13 19 x 251/8 80.0 80.0 40.1 43.4 11-0614.11 l/16"AN/1-15 N N 14 33 1/2 x 80 3/4 65.0 65.0 39.0 42.4 FL 16108.1 N/A N N 15 413/8 x 45 3/4 10.0 90.0 40.1 43.4 11-0614.14 l/16"AN/AN N FAT Frame Assembly Tube . . . .. . . • • ... . •• THIS FORM SHALL BE SUBMITTED ALONG WITH THE FLOOR PLAN AND ALL PRODUCT APPROVALS. • • •• • ' • . •• • ... 000 • . . . . . • . . . . .. .. . . . .. .. ... . . . •.. . . FLORIDA BUILDING CODE, 6th Edition (2017) /ASCE 7-10CATEGURY WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING EngineeringSeYvices;Inc. 5 For Buildings with a Mean Roof Height of 60 Feet or Less 1600 S.Federal Hwy Ste 207,Pompano Beach,F133062 g g (954)784-6991 Tel•(954)781-5708 Fax amanda®c5es.com"CA/25854 DESIGN PRESSURES FOR INTERIOR ZONES ("Zone Al. DESIGN PRESSURES FOR EXTERIOR ZONES("Zone 5") ULTIMATE WIND SPEED (mph) _ Mean Roof Tributary Area(sq.ft) Mean Roof T Ibuta Area(sq.ff) Height HeI ht EXPOSURE CATEGORY= C1 (H) 10 15 20 25 30 35 40 45 50 (it) 10 15 20 25 30 35 40 45 50 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 Iables are valid for the followlna conditions only: 43.4 42.4 -01.6 -41.1 -40.6 40.2 -39.8 -39.5 -39.3 -53.6 -51:5 -50.0 -08.9 47.9 -47.1 -46.4 45.8 45.2 1 Wind Speed,(V„i,,3-second gust)- 175 mph 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 2 Risk Category:11(General Residential and Commercial -44.0 : -43.0 42.2 41.6 41.1 40.7 40.4 40.1 39.8 -54.4 -52.2 -50.7 49.5 48.6 47.7 47.0 -46.4 45.9 Construction). 1 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 3 Exposure Category C 44.6 43.5 42.8 42.2 41.7 41.3 40.9 40.6 -40.3 -55.1 -52.9 -51.4 -50.2 49.2 48.4 47.6 -47.01 46.5 4 Topographic Factor(Kn): 1.0(Flat Terrain) 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 5 Directionality Factor(Kd): 0.85 -45.1 44.0 43.3 42.7 42.2 41.8 41.4 41.1 -40.8 -55.7 -53.5 -52.0 -50.8 49.8 -48.9 48.2 47.6 47.0 6 For situations requiring Kd=1.0,multiply the values in 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 these tables by 1.18. Verify Kit requirements with local 45.7 44.6 43.8 43.2 42.7 42.2 -41.9 41.5 41.3 -56.4 -54.1 -52.6 -51.4 -50.4 49.5 48.8 48.1 47.6.k<s building official and product approvals before use. 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 ';�`; 7 Enclosed Building:Gcpi=0.18 -46.2 45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 48.7 -48.1 Consul an Enalneer for any other conditions 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 47.1 -45.9 -45.1 -44.5 -44.0 -43.6 43.2 -42.8 42.6 -58.1 -55.8 -54.2 -53.0 -51.9 -51.1 -50.3 49.6 -49.0 Instructions 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 1 Tables show the"worst case"design pressures,with any -48.0 -46.8 -46.0 -,45.3 44.8 -44.4 44.0 43.6 43.3 -59.2 -56.9 -55.2 -53.9 -52.9 -52.0 -51.2 -50.6 -50.0 unknown variable at its critical condition. 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 2 Tables are valid for any roof slope. For reductions for roof -48.8 -47.6 -46.8 46.1 45.6 45.1 44.7 44.4 44.1 1 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 slopes less than 10 degrees,consult Engineer for site 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 " 40.9 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 specific analysis. 49.5 48.3 47.5 46.8 46.3 45.8 45.4 45.1 44.8 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 3 Calculate the average roof height. If average cannot be 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 determined,use the peak roof height. Round up the roof -50.3 -49.0 48.21 47.5 47.0 46.5 46.1 45.7 45.4 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 height to the next highest table value. 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 4 Calculate the tributary area(length x height)of the opening -51.0 49.7 48.8 48.2 47.6 47.1 -46.7 -46.4 46.0 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 in question.Round the tributary area down to the next 34 47.6, 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 smallest table value. If the tributary area is unknown,use -51.6 -50.4 -49.5 48.8 -48.2 -47.7 -47.3 -47.0 -46.6 -63.7 -61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.8 the most critical value(10 square feet). 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 5 Area between structural mullions shall be used as tributary -52.2 -51.0 -50.1 -49.4 48.8 48.3 47.9 47.5 47.2 -64.5 -61.9 -60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 area. 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 6 Determine the Zone(Interior 4,or Exterior 5)of the -52.8 -51.6 -50.6 49.9 -49.4 -48.9 48.4 48.1 47.7 -65.2 -62.7 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 opening. An opening with any portion closer than distance 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 "a'to a building comer shall be considered in an Exterior -53.4 -52.1 -51.2 -50.5 -49.9 49.4 -49.0 -48.6 -48.3 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 Zone(5),otherwise if all of the opening falls more than 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 distance'a"from a building comer,the opening shall be 44 -54.5 -53.2 -52.2 -51.5 -50.9 -50.4 -50.0 -49.6 49.2 44 -67.3 -64.6 -62.7 -61.3 -60.1 -59.1 -58.2 -5l`A -56.8 considered in an Interior Zone(4). 48 51.2 '49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 . 7 Distance"a,"as refered to above,shall be calculated as the -55.5 -54.2 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 -68.5 -65.8 -63.9 -62.4 -61.2 -60.2 -59.3 -58.5 -57.a simaller of 10"/"of jhe mipoum building width or 40"/"of 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46,9;- 46.6 We haighb btynoblesssthan 3 feet. -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.8 -51.4 -51.0 -69.7 -66.9 -65.0 -63.5 -62.2 -61.2 -60.3 -595 -58. ��>;eac{ghe*or:isC positive and negative design pressures 52.9 51.5 50.5 49.7 49.1 48.5 48.1 '47.7 47.3 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 •47.3 • • it use assregfiredsby o&ing building department. 56 56 • •• • • • �Y -57.3 -55.9 -54.9 -54.2 -53.6 -53.0 52.6 -52.2 -51.8 -70.8 -68.0 -66.0 -64.5 -63.2 -62.2 -61.2 -60.1 -5? 60 53.6 52.2 51.2 50.4 49.8 49.31 48.8 48.41 48.0 60 53.6 52.2 51.2 50.4 49,8 49.3 48.8 48.4 48.0 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 _ -71.8 -69.0- -67.0 -65.4 -64:1 -63.1 -62.1 -61.3 -60.6 General Notes a •_ 1 These tables list allowable pressures W 0 • - p ( „d),given as 0.6�WWr,where Wa„is the wind pressure calculated in accordance with Chapters 26 and 30 �� ' • •• • • •z • • .. _ of ASCE 7-10 using the ultimate design wind speed(Volt)and the variables given herein. ••• ;tmmg IM®riger,�eG •• 1 k 2 These tables are not valid as asite-specific drawing FL P.E.#50049 3 These tables apply to walls and vertical surfaces only. 4 Use of these tables,and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. • 5 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. `�'` 4 ' t 6 This document is the work and property of Equna T.Mellinger,P.E.,and shall not be reproduced in whole or in part without her express written consent. paid: Anwaryb9,201 S • • Iger V810 AlypLr SJp$yur*o anc;Nalsed Embossed Seal MIAMf-RADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Stregt.12Qom 208 BOARD AND CODE ADMINISTRATION DIVISION T(786).315-2590 F r7� 1115-2599....0 0 NOTICE OF ACCEPTANCE (NOA) m%M1 i3miduduov/eonnomv •' PGT Industries,Inc. 060.00 k �•+�•� •••••• 1070 Technology Drive 669000 • North Venice,FL 34275 •••• ."". ' SCOPE: 660• •000 •0�••• •66666 6666 66666 This NOA is being issued under the applicable rules and regulations governing.0.use of constrtection••• • materials. The documentation submitted has been reviewed and accepted by Mia"•lpode County RER - •. Product Control Section to be used in Miami Dade County and other areas where Alowe;by tog g,4hority Having Jurisdiction(AHJ). 0 0 ' This NOA shall not be-valid after the expiration date stated below. The Miami nadJ Cousty, Product Control Section(in Miami—Dade County) and/or the AHJ(in areas other than Miami—Dade County reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the,applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series "CA-740"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by, the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. ` TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure t to comply with any section of this NOA shall be cause for termination and removal of NOA ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising Iiterature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its -distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16-0629.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. ' NOA No. 17-0614.14 COUNTY MfAMI-DADE f r7 Expiration Date: April 11,2023 /�p ! Approval Date: Septemder 14,2017 f Pagel i i PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS • 1. Manufacturers die drawings and sections. , • (Submitted under NOA Na. 12-1218.09) •••••• .... .... . . 2. Drawing No. MD-CA740-LM, titled"Casement Window Details, T.M & SA4'1,•• ••;••• sheets 1 through 11 of 11, dated 0$/08/12, with revision C dated•01,49117„sjgiftQdand sealed by Anthony Lynn Miller, P.E. •• •' ease” B. TESTS I �••••• • 1. Test,reports on: 1)Uniform Static Air Pressure Test, Loading peWej TAS.i @114 • 2)Large Missile Impact Test per FBC, TAS 201-94 '• ' 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968- and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0629.21) 2. Test reports on: 1) Air,Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series CA740'outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065,dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NO.4 No. 12-1218.09) F C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 06/09/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 t D. QUALITY ASSURANCE a 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel P .E. Product Contro Exam ner NOA No.� -0 4.14 Expiration Date: April 11,2023 Approval Date: September 14;2017 E-1 . I r t t PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED { E. MATERIAL CERTIFICATIONS •;.••• •, • k 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. fog thea "Trosifol®Ultraclear, Clear and Color PVB Glass Interlay eel*dated 01T19t17, •••• • expiring on 07/08/19. ••••" 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amft"alne. fbj1�••' •tr 0000. "Kuraray SentryGlas® (Clear and White) Glass Interlayers''dated 06/25[1 0 0:0 0 9 expiring on 07/04/18. •• •• �• ••0000 0000.. • 0000.. F. ST W •••••0 4 1 letter of conforman e, complying with FBC 5th Ldifioh (201 and wii '•••; dition (2017), dated ugust 29, 2017, issued by manufacturer-'sigried and Anthony Lynn Miller, .E. letter of no fmanci interest, dated June 9, 2015, issued by manufacturer, sealed by An y Lynn Miller, P.E. 1 o. 16-01 sued by the,Product Control Section, dated March 09, 2016, q handa, P.E. t (Submitted udder previous NOA No. 16-0629.21) G. OTHERS 1. Notice of Acceptance No. 16-0629.21,issued to PGT Industries, Inc. for their Series "CA-740"Outs,Ning Aluminum Casement Window-L.M.I."approved on 08/11/16 and expiring on 04/11/18. Manuel Pefezj�P.E. a Product ControVExpininer NOA No. -0614.14 Expiration Date: April 11,2023 Approval'Date: September 14,2017 E-2 501V LA~Mo W 7110'LANATED GENERALNOTES:SERIES740IMPACT-RESISTANT DESIGN OL �GNPRESSURERATING IMPACT RATING GLASS STACK I ossstAcK - CASEMENT WINDOW I VARIES, RATED FOR LARGE&SMALLI owTF="L•PVB om•sd4YKUwwAY IWAwFiLLEO SEE SHEETS 5.9 MISSILE IMPACT RESISTANCE eYKUR,wAY AEW_YtWANNEALEAOR ARIQ-,.W_ AMERICA,INC. HEATSTRENGTHEWD 1)THIS PRODUCT HAS BEEN DESIGNED d TESTED TO COMPLY WITH THE 37'WIDTH �� GLASS • 1114'ANNEALED OR REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH EXTERIOR 39 ANNEALED F�crERKtR /'1 N��T`47NEN6THFJ.IEO VELOCITY HURRICANE ZONE(HVHZ). UDE MAX.O.C.E WIDTH L UNDER JJ.476"(HEAD d SILL � _ 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 4'MAX. — �— REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE Nr IN THE HVHZ,THE �•r B,SEE SHEET 2 35 11/16'GLASS BITE 36 11116'GLASS BITE OUTBOARD LITE(CAP)MUST TEMPERED. ' 3)FOR MASONRY APPLICATIONS IN W"-RADE COUNTY,USE ONLY MIAMI-RADE 4 _ COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR 50 so EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS IMAX AND CONCRETE WITH MIN,KSI PER ANCHOR TYPE,SEE TABLE 3.SHEET 4. A A.SEE O.C. GLASS TYPE'I GLASS TYPES 2 4)ALL S TH ARE /X \ SHEET2 E INSTALLATIONS.1X WOOD BUCKS ARE OPTI IF UNIT IS INSTALLER —`—1 DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE t-t2•THICK OR GLASS STACK 5flVL..I GLASS STACK 7n6'LAMINATED GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY \ O.C. • I_ OLASS STACKED TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION \ (� O. . I("— OL8'A ANNEALED GLASS STACK IS THE RESPONSIBWTY OF THE ENGINEER OR ARCHITECT OF RECORD. / \ I 'm"w'IEALEn Gusa HEAT-MW ANNEALED1NGT OR /J HIVAIRSP .OWTROSIFOL•PVB IWAIRSPAM HEA1siREHGTHEIED CLASS 6IB -USE ANCHOR BY KURARAY O ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING VISIBLE /"" 7/ RVR AT EACH '1 mPE�D L" !. AMERICA.W40 N'B'"NNEALIED GLASS AMERr��wt�RARAv DR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON LIGHT , W rL JAMB IF TABLE 3.SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF HEIGHT HEIGHT IS 30 IAT O 3'V' ED OR THE FRAME,INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL .(OLD) ;, I / / 26'OR OVER ExTE HEAT-STRENGTIENED GLASS SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION_ *(" SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. / 76" 37 11/76'GLASS BITE 11/16"GLASS BRE' HEIGHT JR 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS / 3 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING I APPLIED.LOADS.WOOD BUCKS,BY OTHERS.MUST BE SUFFICIENTLY ANCHORED 1 / 32 50 "32 60 TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. E ' 7)DESIGN PRESSURES: GLASS TYPES 4&5 GLASS TYPES 8&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICI'CLE TEST PRESSURE, TAI•NOM. FRAME ANALYSIS AND GLASS PER ASTM E1300, 1 GLASS STACK _ 7ner LA~TEO B,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAU GLASS STACK CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. - L19'ANNEALE001% C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. I 14-12'MAX.O.C.IF WIDTH IS 1!/•AIRSPACE EATSTAEHOTHENED GLASS 4'MAX. ER(HEAD d SILL) AAIE ICA IN KUR/'RAY 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 9I10'TEA GRED '' AMEFOCA.INC. WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE OPENING BD O) ' Ak' m�EAT4TRENGTHENED 311WANEALDDOR33.113%STRESS INCREASEHAS NOTBEEN USED111 THE DESIGNOF THIS CLASSPRODUCT.THE t.SLOAD DURATION FACTORWASUSED FORTHE EVALUATIONOF TYP.ELEVATION OF CASEMENT WINDOW .€M�ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHERGjDISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA ARDS USED: 6•GLASS BITE BUILLDING CODE FOR CORROSION RESISTANCE. •2017 FLORIDA BU �3T¢2014 FLORIDA BUILDING CODE(FBC),6TH EDITION -\ 9 t 9)REFERENCES:TEST REPORTS FTL-7065,3579.3580.3724;ELCO ULTRACON ¢ASTM E1300.04 NOA;ELCO CRETEFLEX NO&ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND •ANSVAF&PA NDS•2016 FOR WOOD CONSTRUCTION PR(X)UCTREVISEp AOM ALUMINUM DESIGN MANUAL •ALUMWUM OESIGN MANUAL,ADM-2015 •AISI S100.12 Buii4uglCodc ith FldidA TABLE 1: •AISC 360-10 GLASS TYPES 8&9 AOTN�k¢..011111101— L p ` ' 1 . ''� P� M , JR *0 211tt S70'Laml(118 An-.09T PVB-1l8 An) 5 GENERAL NOTES.............................1 A,;•'wceNaAc'•., LER tlec 1nA.• -r IVATION...........................„..........t = '..'P '� Nev%�o By. ¢le'• • • w¢;y�: • • 3 7118•Lam, 3116 HS-.090'SG•3118 HS) -CLAZJNG DETAILS..._......................1 ND.88706 •• • • •• • • •• 4 7/8'Lami.IG(116”An-7/18'Air-118'An•.090'PVB-1/8"An) 5 INSTALLATION............... ..........-.2 ASSEMBLY TUBE DETMLSLS.......,.„..3 D¢acript:an: Dm.n 9y: 5 7/8”Lam, IG 118"T•7118'Air-118'An-.09D•PVB.11W Any 8 ANCHOR SPECIFICATIONS..........,.4 i .GLAZING DETAILS J ROSOWSKI 6 7/8"Lami.iG(3118'An-114'Air-3/18'An•.090'SG•3118"An 9 ANCHOR QUANTITIES.....................4 �?L 8 A O lTj� 1070 TECHNOLOGY ORAE.• - - _� 7 718"Lemi.iG 3118"An-114'Air-3(18'HIS-:090'SG•3118'HS)- 7. DESIGN PRESSURES......::_..........:5A- i '•. FLORID►',.•' ��: H. VENICE, FL 34275• rnc:. • Dale: ASSEMBLY DETAILSiBOM..............10 i (�` '...... C1 • 8 7l8"Lamt.IG 9116•T-114'Air-3118•An•.090'SG-3/18'An 9 S . (s41y .eo-.1600 • CA EMEIST 1AlIAeIDZ1W DTAII$ LM&SM 08/08/12 9 7l8'Lami.IG(3118'T-1/4'Air•3/16'HS-.090'3G-3118'115 7 EXTRUSIONSISPACER....................11 '�.,�5/ONA► ,1�`� tovm a+YetotT • i r r 1 I 1 11 t 1 PGT 04"Lq Im F6. • Sen¢TAtA•¢m: • rnl• Sr�e: • • Drarinp N¢. Rer: TROSWOCS gVB BY KURARAY AMERICA,INC. A LYNN MLLER P.E. "L G"'° '"E" • CA-740'• NTS el•OF 14 MD-CA740-LM C 'SGS+SENTRYGLA5'BY KURARAY AMERICA,INC. PAN 69705 CERT.OF AUTH- 29296 ••• • • • • ••• • • • •• •• • • • •• •• INSTALLATION OPTION 1 EDGE ..1 INSTALLATION INSTALLATION INSTALLATION ANCHORS DISTANCE ' I– EDGE DISTANCE OPTION 2 OPTION 4 INSTALLATION ANCHORS INSTALLATION ANCHORS INTO 2X WOOD. CANCAN HOR DIRECTLY INTO MASONRY, DIRECTLY INTO METAL. PER ANCHOR - AS REQUIRED PER��.__ EMBEDMENT REOUIREMENT BUCK WIDTH 7A81P 3.SHEET 4\•.J ATTACHED TO i , 114,MAX FRAME SILL 82 TYP,ANCHOR SHIM ATTACHED TO 15 18 &–\ 11 TYPE, VENT S4.L EMBEDMENT 89 13 ANDEDGE 4 8 STEEL 883 1 DISTANCE PER 32 33 12 SELF-ORILUNG SEE 22 23 — 4 SEEBTABLE 3, O 3,SH ET 4.ABLE 3 SHEET4. T_ �— 0 EDGE 84 18 84 EDGE4 35-37 � O - 8 DISTANCE " BELOW OPERATOR ARM 3B 38 DISTANCE �— 82 _�. X82 ATTACHED TO VENT SILL 1=7—ATTACHED TO l� 35.37 81 N FRAME JAMB f 13 EMBEDMENT 1 24 VISIBLE LIGHT LOl 3 5 , I MULLION.DARAPPROVED NUM. ttt�� 83 70 FOR SNUBBER REOUIREMENTS. f STEEL FRAMING OR EXTERIOR ATTACHED TO I SEE TABLE 4.SHEET 4. B �{fSTEEL S1Uq. VENTJAMB OPTIGNAL ADDON WINDOW WIDTH . 12 FLANGE 0 HEAD. EXTERIOR SILL HORIZONTAL SECTION A-A ID Bt r– 11 SEE DETAIL EGRESS FORMULAS: 1. WEIGHT JAMB Al.BELOW WIDTH.WASH HINGE:WINDOW WIDTH-13-12 HEIGHTt0 HARD- 1)USE ONLY SUBSTRATE-APPROPRIATE WIDTH•EGRESS HINGE:WINDOW WIDTH•7-1Q VISIBLE 14 WARE 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-8 FOLLOW EMBEDMENT AND EDGEE LIGHT ANCHORS LISTED TABLE 3. 4. COMBINATION UNITS, HEIGHT DISTANCE LIMITS.ANY INSTALLATION / ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: (DLO) BUCK /� / 10'MAX. ANCHORS MAY NEED TEE WIDTH:WINDOW WIDTH-7 HEIGHT OPTION BROWN MAY BE USED ON ANY INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 SIDEOFTHEWINDOW. / / WINDOW FRAMES AT I0'MAX. ATTACHED \ f-- – FROM EACH SIDE OF THE FRAME TOFRAME 2)ALL WOOD BUCKS LESS THAN 1.112' 1 ASSE MBLY TUBE CENTERLINE. JAMB THICK ARE TO BE CONSIDERED IX E / SEE TABLE BELOW. ATTACHED TO INSTALLATIONS.1X WOOD BUCKS ARE FRAME JAMB © OPTIONAL,UNIT MAY BE INSTALLED E DIRECTLY TO SUBSTRATE.WOOD BUCKS –�{ (•f– t0'MAX. [��`,SEE DETAIN A2,BELOW Additrm l Antra�md on 4•0h ATTACHED TO DEPICTED AS 2X ARE I-lir THICK OR Side of Ito Ft em4 A Aft A GREATER.1X AND 2X BUCKS(WHEN USED) Window SHALL BE DESIGNED TO PROPERLY LL 1A A� hm Type VENT JAMB AId 18.C&0 TRANSFER LOADS TO THE STRUCTURE. -25.0' i 0 _ 62 WOOD BUCK DESIGN AND INSTALLATION L—. S 1T' 38 30IS THE RESPONSIBILITY OF THE ENGINEER 5 2M. 1 t 83 OR ARCHITECT OF RECORD.MAXIMUM a r Wkwo Atchot i 17 SHIM THICKNESS TO BE 1M'- Fbiplll A 10.2&,D 20 is 16 17'-25.0' 1 0 t DETAIL DETAIL * 1 t ILE PRODUCTREVISF37 21 Al A2 n vool01Ym8 wn4 I%.t1cfid4 j \ �� _ Budding Code )8 80 A..p mm,K'17-06/4'.14 111 1111 nao.Mac t 18 84 1X wogo �� Y LYN �i, ge,e ,: •I•:• • r•w: • 1dd3 BUCKSTRIP, ,j,ON......N�� • JR 405/x611 N cltwe>Es THG 87 V SEE NOTE 2, a't. 4tCEN3F''•�(�� _ S�1[iE1. • • tdEam i THIS SHEET. Q-.• •.,.Q R•N:•a ay: yte!• • • A..:.kw, • • TYP:ANCHOR TYPE, 114'MAX SHIM * NO.58705 *= •• • • •• • • •• EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, T -0 t B Descr:pra+: SEE TABLE 3.SHEET 4. EMBEDMENT Z �� CROSS SECTIONS&INSTALLATION J ROSOWSKI CONCRETE '• 'p•'. IfT ! :•�_ _ 1070 1ECHNCLUGY DRIVE- PERANCM - __• T •{ �� N. VENICE. FL 34275 • •Title: • • • • 1 Dte:INSTALLATION REOUI ENT. — : •• �1 . ''•OPTION 3 R—�� <,ss. • C�,� (941) 480-1WO •CAjEMp WINDOW DiTAIL&IM&SM 08/08/12 INSTALLATION ANCHORS �"'— – EDGE DISTANCE rri� NAI 11'`x`` arp"k4rte•Os2dleto. •• • •• •cox• 3f•et: • • O�v.ug No. ae.. THROUGH IX BUCKSTRIP VERTICAL SECTION B-6 A.LYNN MILLER P,E """w"nA "`4p CA-740•' NETS 2-OF 11 MD-CA740-LM C INTO MASONRY, p.EJ 58706 CERT OF AU7H. 29296 • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • • CASEMENT M CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) LsfmLlCrltEvlsF� . -----._._ . . •canpt)inBwilhtboFbid4 n�iwt�a,e� r-- 10",SEE NOTE 7,THIS ET .lccaptaace No f •K,- fIGURE 1; 740 SERIES Eapimtio�OMe FIGURE 2: AWNING IQ HY ti F C 4% WINDOW �A / L D FRAME •_.-� WINDOW / J ^�ASSEMBLY HEIGHT y' TUBE FRAME ASSEMBLY TUBE NOTES:/ I 10•, EE NOTE 7, J �D 1 IS SHEET 740 SERIES\ � 1)DIMENSIONS SHOWN ARE / —CASEMENT—� / TIP-TO-TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW.FOR SIZES NOT �I WINDOW SHOWN,ROUND UP TO THE NEXTWINO —� WIDTH 740 �40 .� AVALABLE WIDTH OR HEIGHT co 2 Q SERIES FRAME SERIES E W N z V CASEMENT ASSEMBLY CASEMENT - - FRAME 2)ANY 740-SERIES PRODUCT -6 .�d WINDOW TUBE y,ANDOyy ASSEMBLY.r (CASEMENT,AWNING OR FIXED E TUB CASEMENT)MAY BE ATTACHED TO J THE FRAME ASSEMBLY TUBE.FOR `740 SERIES ALL WINDOWS,USE THE WINDOWS Q N r FIXED WINDOW/ NOA FOR ANCHORAGE,SIZE AND '` ,J W �. DESIGN PRESSURE UMRATIONS. Z Q Q 0 'SEE PRODUCTS NOA FOR W ru c) I- } INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO m Q 1 740 SERIES / / ,` INDIVIDUALLY COMPLY WITH THE r CASE ENW EXTERIOR � � REQUIREMENTS OF THEIR 3 1 ("� RESPECTIVE NOA. p } O g~ V Q SS Z } 740 SERIES 740 SERIES 4)FRAME ASSEMBLY TUBE TO B $O $p I Ns AWNING CASEMENT FASTENED TO WINDOW,AS SHOW IN LU - FOR SINGLE UNITS: WINDOW" WINDOW DETAILS,WITH MIN.METAL SCREWS.UBITME2 X ISAME� (n (n � F' MIN.012 X 1•SMS SPACING AN E < Z O 1)DETERMINE YOUR WINDOW SIZE THROUGH FRAME RAME MEMBER. O W W AND GLASS. INSTALLATION HOLES FRAME A55EM � 8 Q 2)KNOWING YOUR ANCHOR TYPE ASSEMBLY — STUB 5)THE FRAME ASSEMBLY TUB MAY "gq W V AND SUBSTRATE,DETERMINE TUB IN A SW FEXCELANGEO WINDOW)OR BE ED 62'IN LENGTH(AS ED LLYOUR ANCHOR GROUP FROM MIN,N 12 X 'f1 t2 X USED IN TEE OR CROSS LL V "' TABLE 3,SHEET 4. _ 1"SMS CONFIGURATIONS. THROUGH 740 SERIES ROUGH 3)FROM SHEETS&9,FIND THE INSTALLATION CASEMENT T STAOLEATION S)THE FRAME ASSEMBLY TUB IS O a h N SHEET FOR YOUR GLASS TYPE- HOLES NOT REQUIRED TO B CLIPPED TO N w FIND THE PRODUCTS DESIGN 740 SERIES 740 SERIES er PRESSURE FROM THE TABLE THE SUBSTRATE.ALL EXTERIOR CASEMENT EXTERIOR FRAME CASEMENT 740 RIES JOINTS TO BE SEALED BY INSTALLER. m• 5 LABELED'DESIGN PRESSURE WINDOW n .ASSEMBLY WINDOW .a (PSF)FOR SINGLE WINDOWS,ALL V TUBE EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS, x �. ANCHOR GROUPS". CASEMENT Z^ t HORIZONTAL SECTIQN GC WINDOWW MAY NEED TO BE INSTALLED w a X 4)DIMENSIONS SHOWN ARE - - THROUGH THE WINDOW FRAMES AT TIP -TIP.FOR SUES NOT 10"MAX.FROM EACH SIDE OF THE SHOWN.ROUNDUP 70 THE NEXT FOR EACH WINDOW INA VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTI SEC_T_ION 0-0 VERTICAL SECTION E-E FRAME ASSEMBLY TUB , AVAILABLE WIDTH OR HEIGHT - DIMENSION SHOWN ON THE CE�fTERLINE.SEE TABLE BELOW: 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FlGURES 1 b 2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,5ji�4.••• • • • • •• ��` Y LyNN TABLES. • d A :�`��`�•'""ENTI g 5)USING THE TABLE LABELED 2)FROM SHEETS 5.9.FIND THE SHEET FOR YOUR GLASS TYPE. •• • S :ndlo sOmc�Type• "WIDOW ANCHORS REQUIRED" 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO A V£RT7CAL FRAME ASSEMBLY TUBE" O%WSIGK• u * • So_D No.58705 (TABLE 2.SHEET 4).DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE-, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS THE NUMBER OF ANCHORS MUST B DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP. SNEEDED IN THE HEAD,SILL AND FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 6 YJAMBS OF YOUR WINDOW; r AIK � •, STtL4)USING THE TABLE LABELED"WINDOWANCHORSREOUAtED"(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL ANDS - LL 8)INSTALL AS PER THE YOUR WINDOW. • 1 • 0 ` %�SS•O�-....•N-'••`\�` 4 INSTRUCTIONS ON SHEET 2. g •7 NAl E •• 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2.3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY B RBAUIOEO(SIT• 1 1 • w ttt141H11lt .P.E. SHEET 2),AND THAT MIN.012 X 1"ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUB(SEE DETAILS ON THIS SHEET). • • •• • ••• • PEy,� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2: TABLE 4: Window Anchore Required Jamb Snubber Locations pRODUCT REVISED WUtlav WIOth(N) a eanpiyinS wird ttw F1c*ka If Glee Ruildnr6 Calc 1 -06� undat 23• 2StY16' 27.Y4' 30' 31112' 35' ST - ,1<cctdnncc No_7 �• Anchor CtarP Archer Wap Arctm Crow ArCOM CAW s 1, 2. t:p�mtiva , A H C D A 8 C 0 A B C D A H C O A B C D A B C D A 8 C D (Types 1,4 8 Sj (Type 2.3 866) Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 x 63" lrmax.loom �e12r NeaaS6 2 2 2 2 3 2 2 2 3 2 2 2 ♦ 2 2 2 4 3 2 2 4 3 3 3 S 3 3 3 wo q-k each CM 8 30' riiam mte Pmm sr OJ Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ipso mac O.C. 211Ytr 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2. 2 S 3 3 3 5 9 17 max.tom Ir ttux.kwn Janb 6 4 / ♦ 6 4 4 4 s ♦ 4 4 -6 4 4 4 6 4 4 4 6 4 4 ♦ 6 ♦ 4 E each No 8 30• each and 8 30' UMs♦aS• 2 2 2 2 3 2 3 2 2 2 4 3 2 2 4 3 3 2 S 3 3 3 5 ♦ max O.C. max O.C. a �, 6 ! 4 / 0 6 4 6 6 4 4 0 8 4 Y 6 6 4 4 0 6 4 4 0 a 8 2 2 2 2 a 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 S ♦ TROSIFOL®PVB BY KURNfiAY AMERICA.INC. -SG--SENTRYGLASOBY KURARAY AMERICA.INC. LU JarM 0 8 4 4 6 8 6 6 { 4 0 a 4 4 10 8 B / 10 0 8 / 10 e a ♦ llJ O HaadrSM 2 2 2 2 3 2 2 x 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 S 4 3 J a 6 a 4 10 0 6 4.. 10 6 s 4 10 0 6 ♦ 1 12 B 6 4 12 6 6 4 12 0 50' 2 2 2 AMPLE CONFIGURATIONS: 2 3 2 2 2 3' 2 2 2 4 3 2 2 4 ] 3 3 33 5 3 3 S 7Gy r t-n... 10 6 6 6 10 8 8 8 10 0 6 6 12 6 8 8 12 e s 12 s 6 6 I2 a 0 `�f' -X 0 e- 2 2 2 2 3 2 2 T 3 2 2 2 4 3 2 2 4 ] 3 S 3 3 3 5 3 3 �• /X Uj Uj f0 e e 6 t2 6 s s 12 e e 0 14 8 8 6 14 0 114 0 8 6 14 6 %` X R % O \ J a g 2 : 2 2 a 2 2 2 3 2 2 2 4 3 2 2 ♦ 3 2 2 s 3 3 ] 5 3 3 3 % .. 0 Tn 12 0 6 a 12 0 B 6 4 0 8 6 14 10 0 6 14 10 a 6 14 10 B 8 14 10 J T8' LL 2 2 3 2 T 2 3 7 2 2 4 3 2 2 4 3 2 2 4 3 3 3 5 3 3 ! K ~ O ea, a 8 14 10 0 6 14 10 e 6 18 to e a 16 f0 0 6 ' Q 2 2 2 2 3 2 2 2 3 x z z . 2 2 2 4 ] 2 2 '� ° ° r W , a 1)USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET i.DIMENSIONS SHOWN ARE WINDOW TIP-TO-TIP. N ('f 0 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ;"X O ` e" ABLE r p z O i 1 \ N Z o Min, U. Nfn AWW EXAMPLE+:FOR WINDOW COMBINATION SHOWN BELOW,7116'HEAT-STRENGTHENED, % O X; %' rX -°In ° Q Z Crap A-hW &660104 Edge 0.F Enibetlnterx Pau LAMINATED GLASS,114•MASONRY ANCHORS INTO CONCRETE,+701.85 PSF DP REQUIRED 8 p O LLJ Z Obtrc4 OfsI- ftwad7Q. CASEMENT ANCHORS: S/ Y Y Ooatif-t] 5/ Arm 3/r r .063' NO A)FROM TABLE 12,ANCHORS C 8 D ALLOW A OP OF+701.90. to O 012 41401 SUS(G6) A39 9tee1 Ye' r .05P No ALLOWED w A Aa53 or.33 Lr 510' Jar 20 No B)FOR THE JAMS,FROM TABLE 3.ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE O O O 2 k H B.pkw st6" t• I-VT No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. WITH 014,4bN SMS(05) 01104-15 Akrm 376• B6' No N >0 L) W Q m IM4,410 SS SMS A34 Hr .05P W C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. ASSEMBLY m� 'E U V A863 01.xi 5w5 .045• WTUBE o Z 2.0.4 Cnctels tt? P 131r No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAL)8 SILL. 8 tq'5"UbeHollow Block 11 r 11-101• No 1N N.N Ukracert H.1-Bock 1• r 1-uv Yes Ej 013TRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. C' F)PER RULES ON SHEETS 2 6 3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY Oman" lock 2-17 r M111' Ne TUBE SIDE OF THE AWNING(HEAD&SILL). s.Pkte'w St' 13tr Yas y,4 I • - a17,a"SM8(CS) 11063-76AW. Yr SFr .071r Yo {� ° o " .012.410988MB 6 Nr &r .050' Yee FIXED CASEME ^NTANCHORS: �4.1 4 4"�+-� "�4•f'�- A653 Sk4 W.33 Yr yr .a4r is 0a Yee A)FROM TABLE 11.A 34"X 61'FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF 6.Per 518' t' I vi' Ys4 +7W--90 USING ANCHORS C OR D. 014.S"$Ms(05) awmftwL 31r ar .07ta• Yee o 014.4106611. 1Ik" Yr I 1 Y« B)FIR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE a z DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFL EX _ _ T 0 2.aa1 Cac+414 t• P 131r Yr ANCHOR. 10.6• / 10.6' 11111 t I1 H61bw sw 2.112' r I.11r .+ C)FROM TABLE M 6 ANCHORS ARE REQUIRED IN EACH JAMB. a • • • ��'< '�py� i Wed Bock 2.17 c 13W w - • :•• • • • �••.....•..•. j�iy Y_""c V4.410 a$ 1� 2.112' 1 1•r 'rYp D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD 8 SILL. 61" ax •�/�• ' • • ••• C4.MF • • • • • • Bock 1 2.112•1 6 1-114• Y4s E)DISTRIBUTE ANCHORS FOLLOWING C♦rcr4la t-114' S iJM No Hamel., Man.F, Mkt.F. L.-o ••• • • • • _ .. Bt1r steel tAb♦♦♦n Nosow 6loU 3_11r 6' 1.101• GUIDELWES FROM ELEVATION ON SHEET 1. Fi♦d 81ak 2-11r 5• 13tY 111 swel Setaw 02 ksl 120 W \ i)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF F)PER RULES ON SHEET 2,INSTALL 1 410 Screw W ksl 110 ksl y _ -_ ANCHOR ON THE FRAME --Eta LaraCal• 155lis! -1177ksl 1THE ANCHOR GROUPS A80YE.CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER 4• _ 4• '�� .••••�0rt109•,-•' 2�.. FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. ASSEMBLY TUBE SIDE OF THE FIXED 410 8b Elea CtaaFax• 127A ksi 109.7 kN I�_• i, A.' CASEMENT HEAD 8 SILL). 6001 AMlkam is k 22 kN • • • • • • •� • 'is'OVAL 2)ANCHOR MUST EXTEND A MINIMUM OF 3 THREADS ANY METAL SUBSTRATE. ( I W� A388NN bkal 60 kN �• •FI. Y•�d3'� I • • 7A7/11J11111111 3)ANCHORS MAY BE HEXHEAD,PINHEAD OR fLATNEAD. W,xi /wl 31W xi kN 4S kN •' • •• !,r-•_•_ yp• _.�111 • • A.LYNN MILLER P.E. 4)FOR STEEL STUDS,MIN.FU a 45 KSI.MW FY s 33 KSI. • • '•• • ••• • PFA56706 • • • • • • • • • • • •• •• • • • •• •• 000 0 • 0 000 0 0 PES: TABLE 5: PROL7UC7 REVISED a Design Preesm"I)for Singe Widolre,Al Anchor Grow. 1)5/16"LAMI(1/8 AN-.090-PVB 118 AN) c c"u Ptsin&w+�r0/FY�i� .090"PVB-1/8"AN) icy No( _ .¢ vYrndov.7NWIF1 Rig I-- 3r 23' 251511W 27.314" 30' 93.112- 35•- 3T -PVB•"TROSIFOL VS BY KURARAY AVERICA.INC. under 29 +70,40 +70140 +ro-00 +701.90 +ro40 +7x.60 •74-90 RTy_ 2515/1 .7440 •7440 +70140 .ro-00 .701-00 •ro•90 4 0 t.:uw"�i o3rP tC » .M40 ,70140 -ro•9D •7&4D -70140 +ro40 •701 WINDOW 48' •701-00 +70140 +70/40 +ro-00 +7&40 +7&40 +7&41 HEIGHT 50-W •7x40 •70140 •ro40 .ro40 +7wao +7x40 +ro46.2 f �U 16ir +ro4o •7a4o +ro4o .m4a.s +ro10.a .701017.7 .701-74.3 +7a4p .ro40 .ro40 .ro44.3 .7&-76.5 +701-79,7 •701-70.1 wlNDowwrDTH.7x40 .ro372 +7&-77.7 +401011.5 .ea 624 +9&-90.9 +1.54.9•7&•W +1d4tA +701-75.7 +147.3 +1.54.9 +1.67.2 1.5&0 SEE SHEETS 1&4 FOR d• 81' +ro-eo +ra30.4 m CL+701-71.9 +B&42.1 N-54.2 WINDOW ANCHOR h LOCATIONS AND QUANTITIES. H Z � TABLE 8: 0 ; Dosign Preemium(poo tr Neodow6 Attached to a Vat"Frame A9aaREly lWo 1 0. LL Q 0 m Window wean a � u� under 23' 2516118' 27-314"- 30" 33.1/T 36" 37" ^ LV 0 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group ;5W 0 H A B C D A e C&D A 8 C&D A B C&D A 8 CED A B,C&D A B,CSD .,� a y�Z under 23" +701-90 +701-90 +701.90 +701.90 +70x•90 +701-00 +701.96 +701-90 +701-00 +701-90 +701.9D +7W40 +701-90 +701.9D +701-90 +701-90 +701.90 +701-90 +701.80 +701-90 g O $O to z 2516118' +701-00 +76-00 +76-00 +701-90 +701-90 +701-00 +701-90 +701.90 +701-00 +701-90 +701-90 +701-00 +701-90 +701-90 +76.9D +701-90 +701-9D +70690 +701.90 +701.90 W 8.31 38" +701.90 +701.78.4 +701-00 +701.90 +70184.6 +701-00 +74.90 +701.79 +701-00 +76-90 +70/.73 +76-00 +701-90 +70141.8 +701.90 +701-90 +701-78.3 +701-90 +701.74 +701.90 (j) Cl) O.' 1- 48' +701.78.2 +181.1 +70x•73.1 +701.90 +147.6 +701-00 +701.90 +1-03.1 +701.90 +701-90 +1.68.4 +70149D +701-9D +685.4 +701.83.9 +70/-90 +182.8 +70/90 +/•69.2 +701.80 2i Zi Z W 60618' +70,.723 +167.9 W-W3 +76.90 +144 +701-00 +76-00 +159.9 +701-00 01701.90 +166 4 +701-M.7 +701-90 +142 +701.79 6 +70/-90 +!69.3 +701-90 01581 +70l-K2 Q LU W. +1.81 +/48.9 +168.6 +76-90 +654 +70,.88.8 '+701.90 01606 +70161 +70x•90 +1+18.7 +701-74.91+70t-8&51 +/623 +1.87.1 +701-00.3 +060.1 +76.77.7 +1•47.4 +76.74.3 2 Q Q 7 U 83 +668.1 +148.6 +/55.7 +76 88.7 +161.6 +701 82 6 +76.90 +/.18.1 +701.77.1 +70/-90 +114 6 0176-71.3 +76-04.3 +149.8 +1.83.9 +70678.5 +1-47.7 +701-73.7 +1.46.1 +76.70.1 r W g TABLE 7: FRAME Design Pm 00 ter Widuna Adw.W 0o a Hyea Frere A-r6y Tube 10'MAX _.�, � ATUBE SSEMBLY �np ry Wid-Wdrh � T � e WINDOW FRAME b under 23.3510/18' Z7J14• 30' 31172• 38' 3t HEIGHT ASSEMBLY WINDOW p�x•-o u� Anchor Archon Aneha Anchor Nay, Anchor dap Anchor dew TUBE HEIGHT ?u^ dap 0rerrP doup dap AN All As All A 8 C&D A 8 C80M;A $ CiD 1� 1.oder 23' -IWV ♦x0'40 .TW40 .7& +m40 .7&37.8 +7440 .701-00 .m13.6 •7&40 .2 •70140 wu4Dow AOIXTIONAL25.10116• .7&40 +7&40 .7&40 .ra40 +7x40 .m4D .70/40 -701 .ra4D .70"-00 0 •70146 ADDITIONAL -.4WgTHAe1GtOR3&310' .ra4f0 +ra40 •7x40 •W40 .ra40 .ra40 +7&40 .70140 -70140 +7014D 0 +ra40 (4k IF REO. (4),IF REO.4&' .moo +70'40 -ra40 .ra40 +?WV .ra40 .7x40 .70/40 .ra40 +7x40 0 •7&410 •• ••• • • • • •SEEt14EETS1&4FORWlND0W60410 .m40 .7&40 .ro40 .7440 +m40 -7&40 -7&40 .7x40 -m40 +m40 2+m1a.2 • • • • • •LC1T.AnoNS AND WANnnES.SEE SHF-ET .` NYLYIVyer -m4D +M4o .ro4o +m4e.6.m4o.6.7&103+70140.6.m-77.7.m•T7.7•ra•77.7 101.m-74.3 WINDOW • •• • • • • O WIDTH • •• • • • • •••3�jT ANY ADDITIONAL ANCHORS : a •-' 83' .m40 +70140 -7&40 +7014x.01+ra-76.6+70/.76.6.m-M .7&x97 .701-73.7.m•73.7.m-70.1 +m•70A +m.70.1 REODI ED FOR THE FRAME ASSEMBLY . � \.\�N3F'••. 7Y -m40 .m17.1.m•T7.7-ra•71.6+01&424.60,412.4.80141.4+60/30.9 •801-00.9-601109 NSA& N-6a] -13013 SEE SHEETS 1&4 FOR W WDOW ANCH • •. • • • • • • GR• ••• •• • • •T4Bfa' 76' +ra40 +7&44.6.7&-757 •117.] +/40.9 -1.880 N46e +Ia7.2 +1-67.2 +1473 +136-6 H-0S• .1486 LOCATIONS AND QUANTITIES.SEE SHEET NO.$070 '^ ore' +moo .701x604+701-71.3.80112.1 1 +/44.2 1 .1442 .144.2 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY ' TUBE. i (Cz I • ••• • • • • Q••• v A (V • • • • • • • • • • i��•'•.-CORIOP.•'• ?� raTEx • • •• • • • • • • 77,/ONAL 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • •• • ••• • 1 \ A tM64 MkL�IL PE. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PEA 56706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 8: mOlx C.`T RE.VIsfQ oe Proe.�u»a sr 919 Anchora 2)7/16"LAM[(3116 AN-.090"SG-3118 AN) ,„<eara>n9»Rh stm htoridl 13widii&Code / Wkwl"1A1Wth 'S SENTRVGLAS Y KURARAY AMERICA,INC. Aucap�+toe No �� •�4" under 23' 25.1SAW 27.7/4' 30' 33.1/2' 35* T' N nrmnn Dwc t:QD ' urmr 23' •901.130 •901-130 .9&•730 +901.130 1901-130 .901.130 .901-130 WINDOW Dt Mium1 :Pradu>F,CVM{r51 25.15116• •901.130 *901-130 +901.130 ,901.130 .90/430 1901-130 .901--130HEIGHT 36318' .901.130 ,901-130 •901-130 •901-130 •9&•130 +9a-130 -901-130? j .901.130 •901-130 .901-130 .9x•130 .9&-130 +9&-130 - -1- 50.&S- .901-130 .901.130 .9&.130 19x•130 +901.130 +0-130 +901.130 -4 WINDOW 80' •901-130 •901-130 1901-130 .9x.130 +901-130 1901-130 ,901.130 WIDTH 83' .901-130 +8x-9&-30 30 1 1901-1 .90 I- •9&-130 .901-130 .SW.129.6 SEE SHEETS 1 6 4 FOR 7Y ,901.130 t130 1901-130 •9&•130 9a +9&•129.1 . -122.5 901 • -113.6 WINDOW ANCHORV7 LOCATIONS AND QUANTITIES. LU LU O 78' •901-130 •901.130 .901.130 .9x•190 •901-12/.1 190'-116.7 *90'-107.6 84' .901-130 .901430 .901.130 •901.130 rW-11&4 }} 4 d w z 0/g TABLE 9: N r Duo Pru0*f)for WI Bowe AttwhW to a Vwt Frwne A"wnnW Ttie .�0. Vr J U_ ; 'T Wlydow Wldth ? w N W u dw 23• 2S,a 27 Y4' 37 33•Vr 35• 3r a Q Anchor Group Anchor Group Anchor Opup Anchor Omp Arch Go" Anchor 04oup Arch OregP ^ (V A B C 0 A B C&D A 6 C&D A 8 C D A B C 0 A 9 C 0 A B C 0 as W under 23' .70140 .Tam •lam .lam +ram +701.90 ,lam .lam .701.00 .70140 +70A90 +70140 +70140 +rom .701-90 ,70/40 +70140 .lam .lam +ra40 r7aw '•7&40 -.7x40 .70140 •lam •Tam 0 c 25.15111 +lam +701.90 ,7x40 +lam +70140 +lam .ro40 .701-90 .1&40 •lam .Tam .ram .7x40 +rom +lam .lam .7x40 .rom ,Tam +7a-W .70140 .lam +70/40 .70140 .70140 +Tam •.I�C3 .. C.701-762 ,7x.76.4 +lam .lam .7&40 +lam .Tam +lam +70140 •701.90 .70040 +ro-90 .lam .70140 .7x40 .70140 .70140 +lam +raw .lam .7x40 .70140 .7x40 .lam .lam � Z ,187.7 •ra•737 ,ram .701-04.4 .701 .70140 701-76.9 .lam .10140 •7&.73' •lam +lam .ram +701.78.5 .Tam +70140 +lam .701-7S.1 +70140 .lam +ram ,7x-02.9 .Tam ,Tam .7&mIjJ+137.9 +149.3 +rom +70140.1 .lam +ro•74.6 .7x40 .70140 +14&2 .7x88.7 .lam +ro40 .ra.74.4 +lam .ram .lam •ro•71.2 •Tam .lam .T&m +Ta-76.6 tT0+89.e . .7a.9p U) � aZ+14&9 .138.s +lam .187.6 .70140.6 +ram +183.7 .70/-01 .70140 .136A +701.74.9.7&896 .7x40 .142.8 .70183.9. .70'40 .1801 +ro40.2 .70140 .7080 N8&3 .701013. .701 •ramui +1.4&5 +1-66.7 ,7x80.7 .144.3 .7&42-5 +7014* +/40.7 .701.77.1 .Tam +1366 +7x.71.3-70145.11L+row ,1.59.6 +7aae .701.».6 +7x40 •147.2 .ra.7&4 .7&.90 .lam .7-03., .TOlaz •10/.66.6 .Tam 0 0 Z ^ i U) N &(9 W FRAME E 0 0 r N V) \U IV MAXXWIDTHANCHOR SEMBLY 5 O 3U BE -7TABLE 10: De W pnawe W ke Wlneom Amwhed to a mUon B Fn A"w Aq U" wM1Dow uPHEIGHT 0114,Window y.idth WIN(mFRAMEwdw2r 2S45Hr 27314• 3r 33.i/2' 36- 3r HEIGHT ASSEMBLYAnctar Ander Arclgr Anchor Tll$E _ DITIONAL wGroupGe nchorow 01choAnct-Gm* Anch crap AncMr Gwup . 0AN AI Al AN A 0 C60 A 5 C&D A 6 C40 Ur MAX' (4J.IF REQ. W�... wldw 23' .lam 1 .70160 .7& ,701-87.6 .70140 •ram +7o183.8 .ro40 .lam .701.79.2 . SEE SHEETS 1 6 4 FOR WINDOW ANCHOR 2Si&1r .70180 .tam from .Tam +7x40 +701.0 .70160 170140 ,Ta80 .70140 .7x47.6 -moo .Tam LOCATIONS AND QUANTITIES.SEE SHEET 10 i 3&,Vr .m.90 .Tam .70(40 .7x40 +7x40 +7x40 .70140 .70160 .lam .713'4 .70160 .m-w .rom (4),IF REO. 3 FOR ANY FOR THE FRANCHORS " 4r .lam .lam .Tam .7x40 ,lam +lam .lam .70740 .70F90 .7014 .70140 .lam .lam REQUIRED FOR THE FRAME ASSEMBLY i •• ••• • • • • •TUBE•• Y LYNN r'. 606/r .70140 .7&m .M40 .lam .lam .ram .Tam +rom .ro40 +ram .rom .Tam .Tam I wWOONVI • • • • • • • • ` pN,,.....N��''.. 671 ,lam +70160 .M40 .lam .7&40 +lam .Tam .lam .lam .lam .lam .lam .7x40 '-tet wnTH t'w- • •• • • • • • 3� .•'iCENg . 83• +7x40 Owl .moo .lam .1x40 .lam +lam .701 .70140 .lam aro40 +ro40 •lam SEE SHEETS 1&4 FOR WINDOW ANCHOR•• •• • • • • ••• •• `:••• ` .•-`�'�i� 72' .ro40 +rom .lam .70140 +70'•90 .lam .7x40 .lam .lam .70140 +ra•90 +rom .Tam LOCATIONS AND QUANTITIES.SEE.SHED• ••• •• • • • •• No.56706 7r .70140 .70140 .Yam .70140 .70'40 ,lam .Tam .lam .lam .Tam +701.90 +70140 .7x40 3 FOR ANY ADDITIONAL ANCHORS 84' ,70160 .Tam .70140 M4101.lam 1.70140 1.7&40 1 1 1 1 1 1 1 REOUIRED FOR THE FRAME ASSEMBLY TUBE. VIATI OF 1401ES ••• • • • i i • •• �''rS�/AINAL EN`�� ,ISE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • •• • *00 • A.LVEt[I k�LLER P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E138705 ••• • • • • ••• • • • • • • ••• • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 11: a Design Pressure 9>s01Dr Single Wlndowe,All Anchor Groups 3)7/16"LAMI(3/16 HS-.090-SG-3/16 HS) wtclxJcr RBwsED m cewptyuly wills the FkriOa 7)7/8'LAMI.IG(3/16"AN-1/4"AIR-3/16"HS-.090"SG-3/16"HS) suiWin8Co8c _ wlndaw Widtha«cnua,re 7b Ill ceder 23'1 25-1&lr 27,714• 30' 33-11. 35" 37" 9)7/8'LAMI.IG:(3/16"T-1/4'AIR-3/16"HS-.090"SG-3/16"HS) Dwc under 23' +90.130 •904130 +Wl-130 +9a-130 +5-0.130 +00!•130 +901-130 "$G"=SENTRY YKURARAY AMERICJL INC. A7 Mlamr 25-15t1r •0l-130 1 +901-130 ,01-130 •901-130 +90.130 •90h130 +901-130. odc PmduclC 38-vr •903-130 I +9x-130 .90.130 .901-130 +90.130 •9&-130 •94.130 46" •901-130 I .901-130 •901-130 •90^•130 •Wt-130 +9x•130 +90.130 50.6'8' +90.130 1 +W.130 +901-130 +0'-130 +9x-130 •901-130 •901.190 ed +90.190 +901-130 +901•130 +901-130 +901-130 •901-130 +W/-130 WINDOW 83' •901-130 +90.130 •901.130 .90(-130 +901-130 +901-130 +90-130 HEIGHT •x-130 +90-1 30 .9090-130 +9x-130 N77. •x-130 +01.10 +a- 130 .8 .13 0-Tr 3 + 10 _-4 WW aW +901130 +90^-130 +90-130 +90-130 -0.130 SEE SHEETS 1&4 FOR F•• FFF}--- 06 WINDOW ANCHOR '16 LOCATIONS AND QUANTITIES. W Z TABLE 12: r Design Preesue(pal)lr WdWows Attached to a yam(Fnww Assembly T1•e `a 0 J LL WkWom,Width W uldr 23• 25-13116" 27.314• 17 33-ur 35• a Q Anchr Group Anchor Group Anchor Group Anchw GmW Anchor Group Anchor Group Amhr Grq• N A B I C D A B 1 CBD A B C&D A 8 C D A 1 B C D A B C 0 A + B C 0 w 3. cn urdr23' +7040 +70140 ,70-00 +70.90 +ro40 +7&40 +7040 +70-90 +7W40 •7440 .70-90 +701-00 +70.0 +70.90 +70.90 +70.90 +7x40 +701.90 +701.90 +7040 +70.90 +701.90 +7080 +7040 +7040 «70.90 N C 0 Z 2516118" +7040 +7040 +7080 +7.-90 +ro40 +ro40 +7.40 +7040 •7080 +7080 ,70140 .701-90 +ro4D +7440 -701.80 +70140 •70180 •70140 .70.90 .70140 .70140 +7x40 .ro80 +7040 .7a•90 +701.90 X O $ � B.701-72.3 7.•90 +70.78.4 +70140 +7.-90 +7.40 +ro40 +70140 .701-0 ,7x40 +70040 +7040 +7040 +70040 •ro40 +7x•90 +70/40 «70140 +7x40 -70140 +7x-90 +7x80 +701.0 .7x80 .7040 +70140 «70140 6 N 4.78.2 .141.1 +7x•731 .M40 +701-04.4 +ro40 .7x40 +701-78.9 +ro4o +70140 +701.73 ,70140 +70.90 .70140 .701-78.5 +70140 +70140 .701-90 +7.-75.1 +7440 .7x40 .1040 .70429 .7040 •7040 +7x40 W ,147.6 •1-89.3 +7440 +701.80.1 +7080 .7x40 +7004.8 +7040 +70(40 +P0,2 «70-88.7 .70[40 ,70140 +701-74.4 +7040 +7x40 +70040 ,70V-71.2 +7a4D +ro40 +701-90 +74.78.5.70449 +7040 +790-90 � �.141 040.9 +148.5 .70t•0 +187.5 +raee8 +70140 +1431 +70181 .70180 +1.58.4 +70(•744 +70-09.8 •7x40 +1-825 +701.83.9+7080.3 ,70190 +/401 +701.0.2 +70/40 •70140 +4-85.3 +701.75.9 +70140 +ra•90 � Z W1.58.1 .48.5 0/45-.7 •701-08.7 +J-8�L3 +70.823 +7x40 +180.1 e7x•77.1 +id40 +l.BS-8 rTa-71.1 +70.88.7 +7440 +J-89.8 +70.79.9•ro•75.5 •14.90 +t3T.2 +Ta-78.4 .7x40 +7x40 01841 070-729+7048.8 •7040 -N n FRAME $O O .9(n N •V W «Q k9 101 MAXMAA --� �- AT UBE L@L1' ° TABLE 13: • _ } w� OMIpn Pressen(pal),for WNdews AHschetl 6"o•Herls"nr Frame Assert"TW WINDOW • rte[r,. n T HEIGHT r"$tz ,.°i� WMdow 9014th WINDOW FRAME 11 r n^R undr 23. 25-15116" 214V4' 3P 31177 3w 37" HEIGHT AAndw SSEMBLY "- DOW ADIXTKNIAL Si tp• x, Group P Group DreuP Anchor GAup Anchor Group Anchx GroupAnc -�AAdw AnchorWYyWjD ANCHOR z^ a - IAN AN N AN A B C&D A S C8D A B C80 101 ' (4L IFRECL �+ kV p '''rr7 SEE SHEETS 1 d 4 FOR WINDOW ANCHOR Wer 21' .7 .70140 +70.0 +7040 +701`40 +701.87.6 +040 + •7043.8 +701.90 •701.90 .7x•79. +7 } o i 2515116- .70/40 +7440 +7x40 +7x40 •701.90 +70.0 .70140 •7x40 +70/40 +7x•90 -IV-87.6 •70140 .7x40 I �y� LOCATIONS AND ZONALQUANANCHORS SEE SHEET v 38.31r +7x-0 +7040 +70140 +70140 .7x•90 .7a-9D .74-0 +70140 -70140 +7.40 +7x40 +70180 ,70/40 (4).IF REO.. 3 FOR ANY FORADDTHE FRAME " REQUIRED FOR THE FRAME ASSEMBLY I. 4r +76.90 •7080 +7x•0 ♦70-00 •1&40 .7440 .701.0 +7x40 6"70140 ,7x40 +7440 +7x40 +7040 •• • • • • • • •TUBS.• `11 II7 II WINDOW L� • • • • • • • • s @1Y LYNdy 30•Y8• Z+701--90 .701-90 0 .701.0 .7040 •70.0 .7&40 +7x40 .ro4D +7640 +ra40 .7080 +ro4o +ro40 --w'I WIDTH `' • • •• • • • • • �G.•••....• 011/ i 56• +76.90 .7&40 +70140 -701 +70140 +ro40 •7x40 +701-80 +70140 +7x40 +7040 • • • • • ••• • '� ucEN ••.l��.' er +70140 .M40 +7x40 +7x40 •70140 .70140 .70140 +70/40 +76.0 .70180 .7040 SEE SHEETS 18 4 FOR WINDOW ANCHOR• • • • • • • • '.•�3 Der 0 +70140 -70-90 -ro49 +ra4D .70.0 .7x40 +ra-0 .70.0 ,7080LOCATIONS AND OUANTTTIES4SIE SH&I• •• • • • •• NO.697063 FOR ANY ADDITIONAL ANCHORS - *76" 0 .70140 +7040 •ro40 •ra40 +7&40 •7x40 •7x80 +70/40REQUIRED FOR THE FRAME ASSEMBLYp84` 0 .701.90 .70180 +ra•90 +70-00 +70.0 TUBE. 141? NOTES; ••• i• • • i i • •• i e ONAL 1 J SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • •• • ••• • A.IYIIIII b9lL`dl.P.G 2)SEE SHEET 4 FOR SNUBBER REOUMMENTS. E P.EI 58708 y • • • • • • ,• • IN, • ••• • • IN, ••• 0 0 FOR GLASS TYPES: TABLE 14: FROmicr RBVI5)iD 5)7/8"LAMI.IG 0/8'T-7/16"AIR-1/8"AN-,090*PVB-1/8"AN) •I.rwl7iw.�mar Fka ds (-7 Dealpn Rus"(P`9 be Sk*0 W W".AN Archn Grarpe R+Aldma C•)& U 'PVB--TROSIFOL VB BY KURARAY AMERICA,INC. AM.V--a No b�'•�Q•- VNrWuw Wbth @apinll. DMo 3 aWar 2W 25,15/18' 27.14' 1 317 33.1/2" 35' 3r 01 c•_ -jV) abler 23' .7x40 .701.9004W.-W -70140 -70140 .701-00 -701.90 MIOmi �:L6ym� 25,15116' -7040 .701.90 .70140 .7x•90: .70140 .70/40 38318- .70(40 -+7x-00 -70140 .7x•90 .7x40 -701.00 48' •7x•90 •M.90 .701.90 .7x40 •70140 .70140 50d1M .701.0 +/0140 .70,40 .70140 .ra40 .7x40WINDOWaD• .70140 .7x40 -7x40 .ra40 -ra-0s.8 -7x-04.8 HEIGH63' -7x40 .7x40 .70140 «70147.2 *70144 +7x-79.9.7x407x-00. .701451.5 «601.70 .601-0.4 .6x47.8 W 78' -7x40 -70140 .70146.3 +ra-701.7 .80/8/2 .60184.2 .6x89.3 �WIINDOW�^ m d Q e4' WIDTH j .70140 .70140 .701.81.9 I .Ba-70 .6WI-S U SEE SHEETS 1 8 4 FOR F- $ WINDOW ANCHOR 0 0 - d LOCATIONS AND QUANTITIES. W Z o TABLE 15: • ~ Design Pm.$"040 9 tr Wbula ARGO"m tk a Vaal Frame AsaamW Ter a (n $$ 0 LLr IE YVYlaow W101rl - u cr. O udar2r 25-15Hr 27-WV 3r 33.1/r 35' Sr Arch"(roup Anchor 0,.W Archon Qmp Anther Grow Amh1r Gr*W Anchor G(*W Arch&Group ^ �. UL 0 00 A 8 1 C D A 8 CAD A I B CAD A B C _ D A 1 B C D A B CAD A 8 CAD U) .r4ar 23• •701-0 .70140 .70140 .701-0 .701.90 ♦70140 -701-90 .701.0 .1014D .ra40 .70/40 .7&40 .7&40 .701.80 .701-90 .701.90 .70140 .70140 .7&-90 .701-90 .70140 •70140 •70140 .7x40 (1� O w O 25.15116• .701.90 .701.90 .70140 .70040 +7x•90 .7x40 -701.0 -7x•90 .7x40 .70140 .701.0 .7&40 .ra40 .700.90 .701.90 ,ra-0 .701.0 .7x40 +70140 .70(40 .7x40 .7x40 .70140 -70140 =•� .. o 3 Z 38376• .701.0 .701.79.4 .701-0 .70(40 .701-04.5 .70/40 .70040 -7x•79 .7x40 .701.0 .701.73 .70140 .ra40 .70040 -701.81.6 .7&.9D .70t40 .70140 .701-76.3 .70140 .70140 -.7(V.74 .70140 .70140 $p g'o U) Z 4r .701.762 4.61.1 .701-T3.1 .70140 .-67.5 .70140 .7&•90 ./43.1 .70140 .70140 0/-5,44 «70140 -70140 .701.90 0/45.5 .701-03.9 .70140 +70140 0/42.6 .701.90 ./0140 039.2 .70140 .7040 co 50315 -701.7201 -/-57.9 .1-09.3 -70140 .144 .70140 .M-90 .1.58.9 .70140 .70140 .1.684 -701-WT .701-90 .70140 -142 .701.79.5 .701-90 -70/40 .139.3 .701.90 .7x40 0-56.1 .701-89.9 .7x40 � � w F-- e9 ./81 ./49.9 .1.56.5 .70190 4.54 .7a""A .ra40 .1-50.5 .70/41 -70140 -/447 -70/.74.9 .701-09.0 .7x90 .1-62.3 ./47.1 -ra-00.3 .70140 .1.50.1 -701-00.2 .7x46.8 017.4 «M.73.9-701.64.6a Z 6r 0-66.1 -116.5 -1455.7 .70146.7 .1-51.5 ./0142.5 -701.90 «146.1 .7x•77.1 .70140 ./•44.01 .701.71.3 .701.65,.3 .70-90 Hde.6 ./439 ,raaes.701-47.2..117.7 -701.76.4 .70144 -H5.1 1+701-72.31+701-79.11 O O Z w co �� fi� W Q FRAME t O O YU .. 10'MAX. --►j I~ TueASSEY ° n W 3 Q 9 TABLE 16: ' 0600 P-9mo is WYWwra A"bWW r a Hon:mr Fn A"@"*A01 � HEICWWINDOY � w HEIGHT • �n Q Q n Wvd.Wrsm WINDOW FRAME 1 HEIGHT ASSEMBLY I- 3 uMa Z7'16731tr 27.3'4' 0r 3}t? 0S 0r TUBE WINDOW l- ADOMON'L �'-m• 13 13 Archon ArcMr Amro Arctu ��y dew Amra Gray Archx Group 1 WIDTH r- �4)A 7 0. 1zA z G mpO NI N As N A 8 CAD A B CAD A 9 CAO 4411----wMAx SEE SHEETS 1 8 4 FOR 010000 ANCHOR +7101 W .M40 .70140 .jw: .1x40 .701- ..70140 . 40 .76f .701336 .70490 .T0'-40 17x79 .01.90 ■ 6 i x•+10114/ .7&40 .7x40 .moo .10'40 .7&40 .moo 17&40 .7&40 .7040 .70.90 .7&47.6 .1&40 .1&40 i ANCHD W`L 3 FOR ONS AND QUANTITIES.SEE SHEET o$ 38,Vr .70140 .70140 .70140 .7&40 .7&40 .70PW .70140 .Tx9D .701.90 .7&.W .7&46.6 .70.0 .77040 (4)•IF REO.., 3 FOR ANY ADDITIONAL ANCHORS U REQUIRED FOR THE FRAME ASSEMBLY 1/ 45 .7&40 .ro4D .ro-eD .ro-9D .7x90 07&40 -ro40 -70149 .ro-16 ..01.90 .7&40 .7&.90 .77040 1111111 50-16' .7x40 .7&40 .70040 .7x.90 .7&.90 .7&-00 .M/,90 .7&40 .70.90 .7&-90 .70149.6 .70140 .70140 •• ••• • �`�- • • • •• �1 Y N 1j ar .77040 .ro4D .7&40 .701-9D •ra40 .701.90 -.m40 .m4e.e .7&4901 .ro-06_e .7&-04.6 .04101 .70/,816 � W � • • • • • • • • • `�� pN.••.•.., I�� .. 63" .70'.00 .70490 .7&4a +ro40 .ro-07.2.701.67.2.701-73 .7044 .7&.54 .70-61 .YU499 .7x79.9 .701.79.9 • • •• • • • • • 't,•'••1,10ENSF SEE SHEETS 1 64 FOR WINDOW ANCHOR • •• • • • • ••• • :�13 M• .7&.90 .7&40 .ro-0a.7x81.5 .0x70 -601-70 .070.70 .0x-09.4 •W404 .6&-69.4 -67047.8 .0&47.0 t7W47.6 SEE SHEETS I&QUANTITIES.SEE SHEET • • • • • • • • • 75 .70140 .ro40 .701-013.7&•ra..e&87.2.60'47.2.00'-7.2 M&462 •ea-06x .6&-062 .GW813 .604433 .60439 •• ••• •• • • • •• *: No.58705 I r 41Y.90 .7&40 .1&41.3 +W.7o .ex4106 06&-1.6.6&41.6 3 FOR ANY ADDITKN4AL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. cr= �p0'• Z �;•�W` • ONAL NOTES: ••• t• • • •• /7/rh lrlitttll 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS- • • •• • ••• • A.LYNN HALER.RE 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 0:6•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •. •• ••• 0 0 0 ••• 0 0 FOR GLASS TYPES: TABLE 17: `SC»)MITRLVIs50 Deapn P&ave two dor BdnpN VYi doors,All Anchor caraya 6)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SG-3/16"AN) :<x gc7m9�Ah the Flo04 ri 8)7/8"LAMI.IG:(3/16'T-1/4"AIR-3/16"AN-.090"SG-3/16"AN) W �l?-oG14-•/4- wk4owW.n091 :;;>iniwAt3ale r�'13 under 23•1 25-150111' 27,/4' 30' 33.1/4 35- 37• "SO'-SENTRYGLAeSY KURARAY AMERICA,INC. under 23' +901-130 1 00430 +SW-130 +W430 +901.130 +901-130 r9a-130 I r.{aro Dade Rodnct CW WA , 25.15118' 090/-130 +9x-130 0901-130 +901.130 +8x•130 •901.130 +901-130 38..478' +901.130 «9x•130 0901-130 .9&-130 +9x•130 •901-130 .901.130 46" •9x-130 +9x-130 -W1-130 090/-130 -9x-130 •9x•130 j T-' 50•x8' .W7-130 +.1. +90!•130 .9x-130 +0x•130 +901.130 f a U WINDOW 60' +901.130 +9x•130 .901-130 -901-130 +9x.130 +9x-130 HEIGHT HEIOHT 83' •901-130 r8a-130. +90I-130 +901-130 r9x-130 +9x•130?7 r9x-130 + 9x•130 +9x-130 0901-130 +901.126.8 W O76' +07.130 +9x-130 09x•130 +901-130 +901.120.2 29x-118.7 _.4 WINDOW J W BC 090•-130 08x-130 +9x•130 +10-130 +9&•1184 WIDTH Q N i Q SEE SHEETS 1 8 4 FOR H 06 WINDOW ANCHOR Q 0 "I LOCATIONS AND OUANTITIES. W Z S TABLE 18: Owstn Pmaua Ono thr Whnclum Attached to a V�Fmu Msan 'iib° J LLLL %Mrdow WHIN r' � f¢'- g oder 27 25.1x111' 273/4' Sr 33.1/7 35• 3r d Q �O Anchor Glow Anchor Grow Anchor Grow Anchor Gmlp Anchor Group Anchor Group Anchor Group � - V) >> A B C O A B C80 A. B C&D A 8 C D A B C D A B If) W ?C&D A 8 C 0 . oder 27 +701-002 +7x40 07x40 +7x-00 +TW40 +M.90 +70/40 +701-00 0701.0 +7a4o +70140 +7x40 07x-90 +7x40 07x-40 0701-00 +?x-00 +7x40 +7x40 •7x40 +7x-90 +70f,110 +7W-900 +7x-00 +MMD �1 O a' 0 g Z 2515118• +70140 070/40 +70140 +7x•90 +70140 +70-00 -7W-90 -701-00 .70140 -?W40 70;.90 +70140 +7&40 +7x40 +7&40 07&40 +7x: 27&m +701-00 +lam +7x40 +lam +T&m +7&: 0701-BO $O A O Z_ 36.378• +70140 fOf-?t4 27x40 +70140 +7x40 -70140 +70140 .lam +7x40 +7040 •lam +7&40 +7&40 .70140 +ro40 .70140 .7&40 +lam +ram +lam +lam +70140 +?IS•-W +7&40 27_40 _ _ W 4W 0701.782 0481.1 +701-73.1 +7&90 +7x24.4 +70140 +70140 +7x.78.9 +7x40 07x40 0701-73 -7&40 +7&m .70140 +7&•78.8 07x-00 .7&40 +70040 +701.73.1 .Tam 27x-90 +7&•82.9 *7&m r7&m +lam Y Y 50316' +701-723 0137.9 +149.3 07&40 .701401 +70140 +70190 07&-74.8 07x40 +7x•90 +1.89.2 +70/28.7 •701-00 .7w-90 +70FT4.4 07&-W +7x40 07&40 -701-712 -M-111D -701-GO +701.78.8+701-09.8 .7&40 .7x•80 a z Q� 80' -121 •1J8.9 +1-00.5 .701-W +127.5 +701286 +?0140 +193.1 +70t21 +701: +138.4 r701-74.9 +?a411k8 +70140 +1-42.6 070123.9+70140.3 +lam ym.1 +7&-1102 070140 -1.88.3 .70f•75.9 •70,40 +lamO> >O Z W n 67 r/-0e.i .1-08.5 +/45.7 1.7014111,71 +124,3 +7W425 +7x90 -140.1 +7x-77.1 +7x: +135.6 +70/.71.3+70195.3 .70140 •I{A.6 +701-79.9•70f•76.5 +701: 07.67.2 .701.784 +701: -1413.1 +701-72.3+70f26.5 -7x40 Tn co W Q g O �O sX X ggWQ 10'MAK t- ..SEF ABLYBE TABLE 18: WINDa41pn Poaa"n Ip91or Wndons AuscM o a Frame Asset"TWm HEIGHTWkw-Width WINDOW FRAMERmWet2Y 2615118 27304' 30' 33-1f1 M• 37- HEIGHTAnchor Ancnwr AMAor Anchor AnCncrliorp AncM Outp Anchor Grpq TUBE WINDOGpoup WIDTH ig 4YYT i3 AN OAN AN 0/A• A B C Ni D A 8 C 4 D A B C 4 D 10-MAX (4),IF REO' q v L under 27 +70090 +7x20 •lam 40 •7x20 .7&-07.6 . .ram 0101 -0 .ram + -79.2 .7x-00 SEE SHEETS 1 8 4 FOR W WDOW ANCHOR q 25-1x16' +lam .1&40 .ra40 .T&20 +7&20 .7x•90 .Tx-W +70f-00 .7x.90 .701: .701-078+.TOF90 07x90 AOOITIONAI'ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET u 36x5- .lam .701: .Nam 070720 •70120 .70140 .70140 .70140 .lam •lam +7x20 +7x40 .lam {4) REQ. 3 FOR ANY ADDITIONAL ANCHORS 11 j't 1 t d I 117 Ll 4r .70140 •70-40 .7&m •7x40 +7x90 +7x40 +lam +lam +7&20 07x40 .70040 .701.0 +70(40 •• ••• • • • RE IRF•D FO?LTj1E FRAME ASSEMBLY ��0 ......•, M/ Dar .7x90 .7x-90 +lam .ram .Tam .lam .V40 +7x40 .Tam +ram .70[40 +7x90 .701: ��f y,9N0py • • • • • •� • • UCEN ' 60- .Tam •ram 07&40 .7&40 .7&m .7&90 .Tato .7x90 +7x40 .ram +7x40 x90 .lam '"� WIDTH • • •• • • • • • 97 .IV-so .AV40 .lam .IW40 +701-90 .TW40 .7&40 +7x40 .40190 .ram .lam 0ra40 .Tam • SEE SHEETS 18 4 FOR WINDOW ANCHOR • •• • • • • ••• • No.58705 .• 72' .tam •ram slam +7x.0 +tam .ram •T&-w +lam .lam .lam +70140 ,la•0 .7&m LOCATIONS AND QUANTITIES.SEE SHEET ••• ••• ••• 0.0 • • ••• -*'• 76- .7x.0 +ram .70040 .70190 .lam .Tam .7&40 .70140 +70140 .?x40 .ram .7x40 •7&40 3 FOR ANY ADDITIONAL ANCHORS - _ G �• *_ 001• .ram .lam •7&40 +ra40 +7x40 07&40 .7&40 REQUIRED FOR THE FRAME ASSEMBLY p' �� TUBE. �'•�'- • • • • • • • • • • • ., S1 NALC �.. __.. ••• i • ••i i i • •• i i 1,T71�hIIII1L'�� SEE E 11EE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • •• • • • • • • 2)SEE SHEET 4 FOR SNUBBER REOUIREMENTS. • • •• • 000 • A LYh•I MILLER P.E. P.E.a 68708 •••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 20: Item Dwp.t DowAisdon Material ASSEMBLY DETAILS 1 7002 Main Frame Head,Sill&Jamb 8083-TB Alum ALL DETAILS SHOWN FROM THE INTERIOR 2 7071 Anchor Plate 11083-T6 Alum 3 7003 Sash Top.Bottom&Side Rail 6063.78 Alum. 4 7006 Frame Comer Key Slew 5 7009 SashComerKey Slee) 3 6 7078 Frame Gasket Vinyl Foam 7 1 7072 ISash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstri .187"x.275" Flex PVC 70 10 7024 Maxim Multi-Point Lode Steel SASH' 11 7026 Lock Su rt Plate Stew 12 7014 Multi-Lock Keeper Stew AS REOIJIREO PER 2 CORNERS 13 7013 Tie Bar Guide Nylon TABLE 3,SHEET 4 1 ' , 14 7015 Tie BarAssembl Stool or as i 15 7025 Maxim ado a rator,WWca24" Steil I b 16 - 7027 Maxim Dual ArmO rstor,WW>24" Stew D 17 7030 O rator Gasket Vinyl Fain 7 is 7031 Operator BackingPlate Stew 19 7051 Operator Spacer Block won � 3 20 7032 Stud Bracket Sled - 21 7033 Operator Track&Slider Dual Arm Sled y _ 22 7023 Egress Hina He Duty),Manul.b Truth Stew J1 23 7050 Egress Hinge/Washable HD Manuf.b Truth Stew 5 24 Snubber Antl-blowoutGl stew 32 1713 Settin Block 5/32"x 16"x 1-1/4" EPDM 33 1714 Setdn Block 532"x 7/16'x 1- 4" EPDM 35 7036 Lamt Bead B W83-TB Alum. 85 36 7042 Lama Bead C 6089-Te Alum. 37 7059 Lami Bead D 8083-78 Alum. 38 1224 Vinyl Bulb Ws Thick Flax PVC 70 39 1225 Vln Bulb Ws in Flax PVC 70 5o Dow 89951HconBadkbeddin so 7006 Screen Frame 3105d414Alum. D INTERIOR 61 1 7040 ISoreanComerKey Pdypmpdene 62 I IScreenaoth Fibaplass '�` 6 63 1 1635 IScreens ine EM.PVC O 64 1 320 IScreenSprIng Stainless Slow - 4 70 134 Add•onFlange 6083-TB Alum 71 7004 Frame Assy Tube W83-16 Alum FRAME Bo W32 x 2"Ph.Pn.Mach.ScrTYPE 8 Stainless Slew 81 1157 #9x 2"Ph.Pn.SMS Stainless Stew CORNERS PRODUCTREVISEU b caeVyir+a wnh kho Fketmt stainless Stew ,t« & -Ofp/4.744 82 a8 x 5/a"FI.Ph.SMS 116 BuNaiog Cede 83 as x 7 8"Fl.Ph.SMS Stainless Slaw t N t l l t r 4 ro 84 tax P FI.Ph.TEK Stainless Stew .`` QN,....../�/ '��, •• ••• • bey: GPu.• •• R.,hio": 85 t8x 1'Quad Pn SMS Slainlass Sletl �l? �ICEN �� • Jg • •0%2!117 S C HANGES THIS Ry 86 tax 1- 2"Quad Pn SMS Slawess Slew �• • • • • M Caaaal 87 t10x 2"Ph-Pn. iEK _*:, • • •rsso al 5 Revtsron: Stainless `No.58705 ••� • • • • • • • • • 89NID-24x916'Ph.Pn.TYPE F SWnlessSted *- • • • • • • •• 90 112 x 1"Ph.Pn.TEK Stainless Steel -'D - ® 0esaipUssnk owo rty: BOM AND CORNER VIEW J ROSOWSKI ��.(�'•, F ' ((7 1070 TECHN010GY 0RNE _ __ _. - (�` '•. ORI��-..•'•\�� N:IINICESFP 04275 Gtu: • •_ J..•- __ _ .. Oat<: _ - -j i94Ix4ft*100 CgSVENT V�II0QW DETAILS-LM 81 SM 08/08/12 j • /l/lllllltt`` RR uwerwla. • NiB M6 : 016 $fiotl: lHO.inq Ne. Rer: 11 ALYNN MUER P.E _ 0,fo n;ROa�o ' -740:•• TS 10OF11 MD- LM-LM C 11 PLC 58705 CERT. F AUTi, 29296 • •• •• • • • •• •• .06r1 --�1.124' NOM. — .434• 2.910' T .125' — — SILICONE HOT•MELTBUTY_L _439• — - 2.701' STRUCTURAL J I NOM, _ STRUCTURAL SILICONE 3116'NOM. f 1.159' 06Y POLYISOBUTYLENE 114'NOM' WITH • �•�— 2.784• 2.139' WITH DESICCANT DESICCANT .093• EXT.GLASS EXT:GLASS 1 FRAME HEAD, 3 SASH TOP, 71 FRAME SILLS JAMB - BOTTOM&SIDE ASSEMBLY TUBE #7002,6063-T6 #7003.6063-T6 #7004,6063-TO `—INT.GLASS INT.GLASS 1.358' I 2.203' .040' — —1. I� KODISPACE 01 SUPER ® 1M w==j Z- —9— E) TPS SPACER NXT oes 1 .423• 4 r- 1 FOCED JJ •�" OANCHOR PLATE O SCREEN FRAME O ADDON FLANGE *REINFORCI ALUMINUM 2 #7071.6063-T6 g� #7006,3105-H14 70 #134,6063-T6 MENT POLYISO_IFINT. NT FILL AREA BUMENE5118"NOM. oar SEAL BUTLICONE SEAL .523'DESICROLL•FORMED FSTAINLESS STEEL DSSEXT.GLASEXT,GLASSBEAD B 36 BEAD C SS G�S #7036,6063.76 O#7042,6063-76 102 DURASEAC4 t03 XL EDGE TM SPACER SPACER 1 --{ •'7r .8TO' .050• 37 BEAD D PRODUCT REVISED #7059,6063-T6 .�Ytyi w wi b Ero na ida OlelduK Code Part# D•scApffon Mabrlal ncctpW,ce No� -061 14 100 KoRlmeding 4SG TPS Spacer System See this .�� N .•• N , •• ••• • ^st0� �1e• •• Nerin an: [44//44 101 Quanex Super Spacer nXf with Hot Melt Butyl Sttaet ��'p''�....... cErise /!!` 0:V i p5RSr No CHANGES THIS ay 102 Quanex Duraseal Spacer SHEET. Metetial9 � �• •'•� • +lash 6 r. R.r;aron: 103 Cardinei A E090 S er ;* No.58705 * • • • • • • • • dg pat _ • c• • • • • •• 4CE TEST REPORTS: .89N 0 - ® a:�rpl an: rft�9r: EXTRUSIONS&SPACERS J ROSOWSKI Vim'•, 't�� <f/� 1070 IECHNOL _ OCY DRIVE _ ___ _ _ N.k cl 0 01600 5 �/j Wo ot • TOW • • acts: • SQAENj WINDCIIIV DETAILS-LM&SM 08/08/12 t f f f 11111111 PfAaNUStRA.MIC. „ri/s • �rvN�:� 5lw1t: 9W No. R1r: n LYN114LLER.PE "R118e"'ED -740 ••• IWTS 11 OF 11 MD-CA740-LM C BE468706 CER1, T AUTH. 29296 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ` -2/N�o�IGT PIz/ MIAMaDADE MIAMI-DARE COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the.use of Q1aV±uctiorl materials. The documentation submitted has been reviewed and accepted by Miami-D'ade County RER - .• Product Control Section to be used in Miami Dade County and other areas where•a14owed by Na%J1hority...:. Having Jurisdiction(4HJ). •••:•• 0 0 . This NOA shall not be valid after the expiration date stated below. The Miarnl EVe Cophtp•Product • Control Section(In Miami—Dade County)and/or the AHJ (in areas other than Miami*Dade Coull"T reserv0•:••. the right to have this product or material tested for quality assurance purposes. ff't ns produof U.nQateria2"" fails to perform in the accepted manner,the manufacturer will incur the expense o?%0*besting and the AHT may immediately revoke, modify, or suspend the use of such product or materia: withor theiq jurisdiction. 0 o RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County PrOdlaCfControl Section that this product or material fails to meet the requirements of the applicable itulAng coda:. •'; This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"PW-701/720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1,titled "Fixed Window Installation Guidelines", sheets 1 through I 1 of 11,dated 04/12/13, with revision C dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. ' MISSILE IMPACT DATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,. and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be.provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of'the Building Official. This NOA revises NOA#16-0629.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. I , l MIAMI-0ADE COUNTY „/ NOA No. 17-0614.11 + / Expiration Date: February 19,2019 /c, €'�r7 Approval Date: October 12,2017 Page I a } PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections: (Submitted under NOA No. 03-1105.01) 2. Drawing No. NID-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06106/17, jxcp+ar.ed by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.0 0•, 0000 ••6 0.0 .. 696906 9600.. B. TESTS 9999.. � 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading peijF.BC,TAS,2Q2-94 ;•••• 2) Large Missile Impact Test per FBC, TAS 2N.QX •0 9 .0 6.0 3) Cyclic Wind Pressure Loading per FBC, TA15t10;-94 0••;•0 ••:•• along with marked-up drawings and installation diagram of aTNA7, slidineglas's doof," 9999 . a PVC fixed window and an aluminum sliding glass door, usipg:•Kpdisp46e�4SG TPS0•00• spacer system, Duraseall spacer system,Super Spacer®NXTIM spacer sytfMfdnd Xi, EdgeTM spacer system at insulated glass, prepared by Fenestration lestin-,4,ab '•oratory,0 •60 Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated•1K%16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0629.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,;Inc.,Test Report No. FTL-7212, dated 03)/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 1 , 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc... Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No:17-0614.11 Expiration Date: February 19,2019 P Approval Date: October 12,2017 E-1 F . k f d PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verificaoLoijoand structural a alysis, complying with FBC-51h Edition {2014) on (2017), dat 09/15/17,prepared by manufacturer, sy Anthony Ly Miller, P.E. 2. Glazing compli300-09 •••• . . Goes 0000.0 e D. QUALITY ASSURANCE . . '. .e..o. es 00 000000 1. Miami-Dade Department of Regulatory and Economic Resours(as;UR). 0 .... . . eeoe.e ..... oG o E. MATERIAL CERTIFICATIONS 0000 0000 ••••• 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amerlea Inc. for T:eoir 00000 00 el 00 •00000 "Trosifol®Ultraclear, Clear and Color PVB Glass Interlax�;4ated 01/19117, •• expiring on 07/08/19. ' .' • • . . ...... 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Aml:ric#;Inc. Ar W0ir "SentryGlasO(Clear and White) Glass Interlayer"dated 06125/15, expi vqn 0 • 07/04/18. 00 0 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D39513Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. ` { F , Jorge M. Plasencia,P.E. Pr net Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12,2017 E-2 t t PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conforriance to FBC-5"' Edition (2014) and FBGite0 Edition (2017), dated 08/29./17, issued by manufacturer, signed and :ealA by Anthony L-rar••;• „ Miller, P.E. .' 2. Statement letter of no financial interest, dated 06/09/17, 19 s71F, by m i facturej,* ••; signed and sealed by Anthony Lynn Miller, P.E. 0000 so** :0000: 3. Proposal No. 16-1372B issued by the Product Control Section mdatea 11/01`16-signed•••• by Manuel Perez, P.E. ";": •••;•• ••••• 4. Proposal No. 16-0125 issued by the Product Control Section, Gated 03/09/1'6, signed :09:0: . 0 by Ishaq Chanda, P.E. 0 0 0 0000:0 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/1 ti r3iad ,'sgn . 0000.. and sealed by Marlin D. Brinson, P.E. •• •••••• • (Submitted under previous NOA No. 13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NO4 No. 03-1105.01) k G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed'Window-L.M.L"approved on 08/04/16 and expiring on 02/19/19. , { f , i Jorge M. Palencia,-P.E. Product Control Unit Supervisor NOA No.,17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12,2017 E-3 r PRODUCT REVISED GENERAL NOTES:SERIES 72DKS 0 IMPA __ ANT ate•ef• •wlth tM Florida FIXED WIW mTING IMPACT RATINoVARIES. RATED FOR LARGE&SMALL NOA-No. 17.0814.11 1)THIS PRODUCT HAS BEEN DESIGNESTED TO COMPLY WITH SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE laPfrsdoi 02/19/2019 THE REOUREMENTS OF THE FLORIDDING CODE,INCLUDING THEHIGH VELOCITY HURRICANE ZONE(H - 48'TIP-TO-TIP WIDTH47'BUCK WIDTH - 48•BUCKWIDTH - 48'SUCKWADTH Mla • uct2)SHUTTERS ARE_NOT REQURED WHED W wIND-BORNE DEBRISREGIONS.FOR INSULATED GLASS INTIONS ABOVE 30'W THE 4{-114'VISIBLE _ 45•t!4'VISIBLE t 4tFH4•V1618LE ,- HVHZ,THE OUTBOARD LITE(CAP)MUPERED. LIGHTWIDTH UGH;WIDTHLGMwDTH3)FDR MASONRY APPLICATIONS IN MADS COUNTY.USE ONLY `t X' -.-p,S}jEET 7 0•M F,SHEET 8 2-MAX'E.SHEET 8AX H SHEET 9MIAMFDADE COUNTY APPROVED MAMCNORS.MATERIALSUSED FOR ANCHOR EVALUATONS WOUTHERN PINE,ASTM C90CONCRETE M S tRY UNITS AND COTE WITH MW.KSI PERANCHOR TYPE. C E,SHEET B E,SHEET8 WOOD B THAN t-1l1TO BE C.oNSI "0 A I A C SHEET 7 G,SHEET 8 G. EET 9 iX IN .tX TI SHEET 8 �8 BUCK SHEET 7 98, JR-08!00/17-UPDATED INSTALLEDDIRECTLY TO SUBSTRATE,WOOD BUCKS DEPICTED AS 2X ( HEIGFIT ANCHORAGE TO I'BC 2017. ARE 1.112'THICK OR GREATER.WAND 2X BUCKS(WHEN USED)SHALL I 1 HEIGHT Be DESIGNED;O PROPERLY TRANSFER LOADS TO THE SLIG TRUCTURE 1, f - 12.1/4' ..t� �f T t331µ' - WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSSI-ITY 12•MIA)L //// VISIBLE tY MAX / 93-tµ' / VISIBLE � OF THE ENGINEER,(EOR)OR ARCHITECTOF RECORD.(AO% O_C.MATERIALLIGHTGH7 I I / LIOIIF O.C. ' / VISIBLE ( / HEIGHT /// 5)ANCHOR EMBEDMENT TO BASE MATER _SHALL 8E BEYOND WALL �, t / HEIGHT I >3� BUCK DRESSING OR STUCCO,USE ANCHORS OF SUFFICIENT EMBEDMENT. TIP-TO U) U NARROW JOINTIP 6'MAI(. HEOC T SEALANT IS USED ON ALL FOUR CORNERS OF THE i a N FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL ' aYTTix 'j _ SEAUNGFLASHING STRATEGY FOR WATER RESISTANCE OF HEIGHT i O.C. i ( ca G INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE - I I : N oisp co N OF THESE INSTRUCTIONS. _ 1 1 — y I+ I U f° W C6 8)MAX.1 t<-SHIMS ARE REOUIRED AT EACH ANCHOR LOCATION WHERE _ IL�t J- Z LL g�r�n Z d THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE F.SHEET 19 I I t? OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST C.O.C. MAX SHEET 7{ I'— t2'MA7('O C'p•NqX, H,SHEET 5. Ir.•— LU w aaaTTT p BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY 6'MAX. �T 8 5'MAX,O,C. FW-Z • THE WINDOW. = nN TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION o^ 2 O 7)DESIGN PRESSURES: ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT] (TESTED UNIT) c Z rn O 1= A NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. > Ll 8.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TES!PRESSURE,FRAME ANALYSIS AND GLASS FIGURE 1= 12*O G SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY WSCRIBNO THE SHAPE W A BLOCK f�-•. W PERASTME7300. GUIDE TO SHEETS: OBTAININGOn I�xIS C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. MAX AND CIDESIGN FRFOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS E M 00 GENERAL NOTES...._.....-..__._1 �f ANCHOR SPACING TO BE 8'MAX FROM CORNERS AND 1 Y D.C.MAX.FOR ALL CURVED FRAME ? to N B THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS_...L&..._........._..._1 /! '� MEMBERS,SEE FIGURE 1,THIS SHEET. � O i- DLAZWOOESSUR.................-.._2-5 z RESIST THE TEOLOADS CORRESPONDING TOTHE REQUIRED DESIGN DESIGN PRESSURE -5 fYO.C. WIDTH WIDTH Z Z s7o� PRESSURE.THE 33-i13t4 STRESS INCREASE HAS NOT BEEN USED IN N—__— __ _ N—WIDTH—�•I _.F""WID71I -►� INSTALLATION.FLANGE............8 MAX. THE DESIGN OF THIS PRODUCT,THE 1.6 LOAD DURATION FACTOR WAS INSTAlLAT1UN•EQUAL-LEG. 1 T r � i — —, r r � T r— —, � � USED FOR THE EVALUATXX4 OF ANCHORS INTO MATERIALS ANCHORS SHALL THAT INSTALLATION,INT.FIN A-------8 1 / , �� ( � � t� � �� I � o W COME INTO CONTACT WITH OTHER DISSIMULAR MATERIALS SMALL MEET •'I}^-L/. I ' ' $ ED Z ?� INSTALLATION,INT.FIN B......„..,9 THE REQUIREMENTS OF THE FLOROA BUILDING CODE FOR / w u3 A >� LL W d CORROSION RESISTANCE. CORNER ASSEMBLY...................10 MAXr I I r I ' ` ' a C7 EXTRl1SDN PROFILES...............1T y ! ' 9)REFERENCES:TEST REPORTS FFL-3835.3850&7212:ELOO PARTS LIST............................__11 L ,y t_ J -L L_ _J L ... ULTRACON NOA ELOO CRETEFLEX NO34:ANSVAFBPANUS FOR I-- WIpTH -�-I I'�-WiOTH-+{ (•••-WIDTH F+-WIDTH-�-I 11t�1 /JJJt WOODCONSTRUCTIONANDALUMNUMDESIGNMANUAL TABLE 1: —— — r'— C 1 �� 1Y LYIy/y ry� sheet �r — • i•1•�• • •• 0,-.•••••..,yj ,0)THE 720 SERIES USES A PVB INTERLAYER,THE 820 SERIES • t • • • • \ '� - d(e USES AN So INTERLAYER.THE 720 Aho 820 SERIES MAY ALSO B (6A ` • • • • ,�,.' � 1 7118' 1 An-.CW PVB-3flir HS 2 • r •• • •�• • • No.58705 _ REFERRED AS THE 701 SERIES, Lem/ i8' 3 = • • •r • • • *:• ' SX)OESlSTANDARDS USED: 3 1•t/18'lmd.lti 16'T-7 iSAt-3l16'M•.090'PVB•9f18'HS 2 • ••• t — • —•J t__ J = *� X OMESD17 FLOR'DA BUILDING COOS IFBCL STH EDITION 4 1.1116'UML D 18'T•7/10 AV-3'18'HS-.0®D'PVB-9l1S M9 .9 c Z 8 7118'Lam/ 18-An•.090'9G•3116'M 4 F--WIDTH— mi Imo- WIDTH -r{ j•�”WDM-�{ )-.-WIDTH--1 a2014 FLORIDA BUlLA1NG CINE(FBCZ 5TH EDr1TON 8 7178'lam/ f6'fts-.090't3o•911C H9 5 --- - Tel --- •ASTME13004:9 T t-11f6'LerOL KS t8'T•7l18'AY-3t18'M•.090'SO.3f70'M 4 � ••• �� • � �• • ••••��'-.•6�� - - •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION 8 1.1718-LamLb 18'T.tltB'AY•Y10'16•.080'80-3It6'HS -S- - b • •YYY• ` _'_ •/�• �✓,SOVAL •ALUMINUM DESIGN MANUAL,ADM-2015 iy1' 1 • �• • i+ •/• •� x •I • 7711 f 41I I AAtt` •AISI 5100.12 'SG'a'KURARAY SENTRYGL�AS INTERLAYER•EY KURARAY AMERICA.INC. •RISC 3 .10 'PVB'P'KURAAAY 7ROSIFOL PVB INTERUVeR'BY KURARAY AMERICA INC. ! •• j • • • • A.LYNN Me.LER,P.E. L •} P.E.11567C6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • 0 • •• •• PRODUCT REVISED TABLE 2: as c 1 "'tM A •Florida nDA-N WindowDesign Pressure(+1-,psi)for Glass Type t • ow-Ne. 17-0614.11 Long Side 8n 7116"LAM NATED Expiration Date 02119/2019 87.718 72 80 84 92 98 100 104 109.12 GLASS STACK - 3p .J30 +1.89 080 +140 +140 +740 •780 +180 •I +1.80 +140 •+ Ily 32 71.80 .1.80 +]4 •1 1480 •!•80 a140 1.780 .1 .! •!40 .D90'PVB INTERLAYER Mian +7-80 0-80 •t• +140 -180 •180 .140 +l •!•98 +1- 4 +189 +140 «I.80 +149 «180 1.7-00 +1.79.7 -f-772 +1.75.1 .1.73.4 +1-72.23118'HEAT STRENGTHENED GLASS •1.80 •80 +180 +r 80 +1-80 +/-781 +7.75 1-7 .2 • 25 -1-703 •1-88. +749.3 3178'ANNEALED GLASS- 4 4.80 +1.80 •7.80 --79.8 .7.77. •1.4 •!• 1. +47 .1 .t -1•834 +J.61.6 4 11 -42 .f +! --80 •1.77.4H-88. +1.847 -418 •1.598 --17W-2 -_.-�- 44 +130 +1.80 -1.78.9 .1.754 •t- 1 +1.889 +1-858 +1.822 .1 •1.57.5 MEMBERS EMBED AT CURVED 48 +t.80 •130 •1.12 +1.73.8 .t-70 1 +]-88.8 •1-63.5 +1-603 •1-571 FRAME MEMBERS ONLY 29 r SSB:. LONG SIDE 48 +1 •1.793 +1.58 +1.71 9 +7$8.3 +1449 N31. +1. @ 11.7/8.0_C..•AAX. GLASS BITE -1-- 7b 50 •t +1-77.5 71774.1 -1-76,3 +/-86.7 •4 1 --59.7 1 7791 7Fa8 +]-724 0.88.8 +145.1 +7415 13 _ 54 +1.774 .1-73.8 +1.705 +/ EX1ER SIDE .3 *1.83.5 SHORT NO CHANGES THIS SHEET. 58 a.b.8 +1- +1889 +1 3 - �t I 58 +!-T4 2 +1.70.3 +1408 j8D +F .1 .7 .185GLASS TYPE fLONG SIDEI A 7 m Y U SHORT - SLOE L7 NY TABLE DIMENSIONS MAY BE JOp t9 ORIENTEDVERTICALLYOR O )C Z TABLE 3: HORIZONTALLY AS SHOWN. Z Uu7• W w0 YWndow Design Pressure(+y psf)for Glass Type 3 U d a o Sde n) I'�1Z1 Y Ute' 87.7,18 1 72 78 80 04 1 88 92 1 90 100 104 109.112 1.1118'NOM. + _ 7118'LAMINATED > Z GLASS STACK .- 30 040 .140 .140 •73 80 0 1480 .180 .1. +l4 .140 -140 •130 I � � GLASS STACK � C Z � Q N +' 32 +1.80 •40 •140 +I� •180 7140 +1.00 +/ +l ---.7-W- 7730 316'HEAT F' W o 34 .130 N40 040 7t S •80 +1.90 +140. •/40 •f +130 STRENGTHENED GLASS m Q 38 •130 +140 .180 .t89 +740 7140 +1.80 •80 +1.80 440 040 3116"TEMPERED GLASS Q N 38 .730 .180 +1-80 - +740 .180 +1.80 +149 .130 4.79{ •1.78.4 .1.74.3 3119'ANNEALED GLASS H W 7180 +40 -7W- +180 +1 +140 •1-80 0.787 •1.73.5 0.70,9 -149 7/16•AIR SPACE • • .�.PVB _� SHORT N waVS +t.TM .740 +1 +i$0 •180. •/ +t- +1.731 •149.8 •788.9 +145.2 INTERLAYER �� Z {4 +f 7140 +140 +1.80 .140 0-7.8 +x•74.1 +1-703 +/87 5 •1439 11 0) i- 48 •140 .140 +130 +140 +1.79.2 •1-754 1.1.1.1 +1481 085.1 b O W Z � 48 *1.89`- +/•80 +l +1 -1-772 -1-113 N .5 +/-8b8 - USED AT CURVED .I,aQ ---T4$-0 77-80 .7.70.4 +/-75.3 -1-71.3 +1.07,5 FRAME MEMBERS ONLY 29 SS LL Z d ' 52 +1� 0.80 .I-w .1.77.7 -1-73.5 •1495 C 11.718'O.C.MAX GLASS BITE LONG O 3 Z 'A 54 +139 •80 71.79.8 +1.78 +1-71.8 i$ 1 SIDE ga N40 4 .1.77 5 N•73.8 X W d a 50 .1-90 l- 4 --75.4 EXTERIOR I LL 0 80 7180 •7-77.8 -.735 a 21 13 _JlIL. wig aw w 02 +149 +t• b. GLASS TYPE 3 .�`` Y LY�uU11•7,.1 e 0719 •1.s 1 74.9 •• ••• • • • •� SHwj • •• • • • • ••• • *:; No.5m 51 otOFnDN • • a.: • • • • • 11 _ O E NOTES: • 1)BUCK CIMENS?ONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1•FROM THE nP.TO-T1P DIMENSION TO DETERMINE THE BUCK DIMENSION. • • • •••• • • • • • • ,/ 7/Na`11 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • • •• • • • • • • A LYNN WLL6R,P.E. 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FTTWITHIN. • • •• • ••• • P.E858106 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED TABLE4; as comolyMo with ttw Florida Build in•Coli Window Design Pressure(sl•,psQ for Glass Types 28 4 MOA-No. 17.0614.11 LCIV M) Expiration Date 02/1912019 87 n8 T 79 1 W 84 a8 92 g9 160 1 104 IM172 1 112 118 120 1 124 129 132 130 1 140 144 BY 30 1.80 N40 1 4.80 +180 11.80 +190 .1-911 •1.80 •190 +1$0 Na0 1 •1 +180 Nao +190 •1.11 •180 +79D I +80 +190 Mia -1 of 32.- a! .1.80 +140 •1.80 •1.80 N90 +140 +{ .1 .190 +1 +190 +190 -I go .180 *I& .1.80 .190 .196 .180 34 N '^:f•�0 +140 N80 •1 N-W •180 7190 .140 N-W +140 Ngo -t90 4 •! •/90 •190 36 4W +190 N 00 + 800 190 +I-60 •190 140 +190 4$O .1-60 •140 •196 .140 •190 +190 36 .180 N90 140 +! •{ N •186 0.80 190 H•8D •1-80 •190 .190 NaD 40 .194 +1-80 •180 •I90 N N90 +l •!$tl +190 +1.80 Hao +l _ 42 N-80 +180 4180 4.80 480 +/ +{. N •180 4 +! 44 •1 I •! .190 +790 •{80 190 -7780 .1.80 46 +190 .180 .1410 +1a0 •180 +l$0 •1-80 .1 •1.90 48 7180 .14 0 •190 •1-80 +1-80 +180 +190 so +180 .180 480 +180 .140 .190 +180 52 4 +190 I •190 •I .180 N- 1 NO CHANGES THIS SHEET. 54 1/90 •{96 +1.60 +1 56 .1-80 780. •1 -71-S-1 58 .1-6U +1-60 77"80 90 440 +180 +1.7'93 62 +180 •180 64 +190 .1.80 41 SD cn Y U 87.718 .1-80 yr NOTES:. > ? 3 gra 1)SUCK DIMENSIONS SHOWN,FOR FLANGED WINDOWS.SUBTRACT 1'FROM THE TiP-TLYTIP DIMENSION TO DETERMINE THE BUCK DIMENSION. .- 2)FOR SIZES NOT SHOWN.ROUND TO THE NEXT AVAILABLE SHORT OR LUNG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.UP Q N �yRSB�, 1-0 � cryo+ 3a V) N aH z d LL S W O .F Z (7 aio i-1116'NOM. TABLE DIMEd+IS10NS MAY o CLASS STACK 7/1a'LAMWAfED ORIENTED VERTICALLY OR no Z 0 N •- 711irLAMINATED _ �- GLASS STACK HOR)2ONTALLY AS-111,. ^ `�S h W LL GLASS STACK QQ J O 311W HEAT STRENGTHENED GLASS SONO J Q c1 • VB INTERLAYER 3118'TEhiPEREO GLASS SIDE HEAT 3116•HEAT STRENGTHENED GLASS �...- LONG BIDE /(� 3118•HEAT STRENGTHENED NGTHENED GLASS 7116'AIR SPADE .060'PVB INTERLAYER O z K $A 4 11 SHORT 3 rn r 5 SIDE S W 2 USED AT CURVED J7AS'T'E USED AT CURVED �, LS ORT Ir LUFRAMEMEMBERS ONLY 298• FRAME MEMBERS ONLY 29 °O ILGI,pSg MTE s Z11.718'O.C.MAX. S 8RE 11.7/8'O.C.MAX. U I.IF W LAEXTERPR �•.---- LONG SIDE --+-� T LLL n a0. EXTERIOR Ml '-0 a } 21 13 011 GLASS TYPE 2 GLASS TYPE 4 SroeGEN T LONG �,�`�QNY LYNNM/.,�'' • • •• • • • • I si No,56705 SHORT SIDE • ••• • • • • 'l�''riS�ONAL • • • • • • • • • • • • • •• • • • • • • A LYNN MILLER•P.E. • • •• • • • • • •as aP.E•58708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED TABLE 6: - M� y 'wNh the FloMp Window Design Pressure(+F,psQ fOrGla3s Type 5 Cod• 1110'LAMINATED NOA-No. 17.0814.'1 aq GLASS STACK i- Etlpbatb6 Vat.02/19/2019 -718 n T 4 � K-90f-1035 100 w4 109-v2 30 .90'•1254 .99.120 +901-1155 +99-111.5 + •1108.5 •m.1ro .1045 .901-110 5 +m.1 .T .90••97.9 C90-SGINTERLAYER 32 •9ryJ16.9 +m.11Q • .109.3 .90!•101.6 T _ •954 + - 3 •9N .3 «1.89. +1493L •1089 -f ♦ .988 «90.851 •91.8 +•1482 e•/-84.4 .1401 .1.79.8 +1•79.4 3/18-ANNFAIPO CLASS . 1-1026 •9-97.1 +9M•929 •189.9 +1 5 +7.826 .1-79.4 +1•77 0051 71.734 .1- .2 3116'AN 38 «9W-964 +90.922 -+I •/•83 180.7 +1.781 •1.75.2 +4425 .1.70.3 +1.68.5 +186.3 40 +907- .6 ♦140.2 +182.6 1.498 .7f 72 -;1-7-4'9- •7•71.3 71879 +451 4 +181.6 44 42 +901.91.3 ./8/. •180.7 •i-714 •1-74,3 +741.3 •466.2 +l-64.7 •l8-6 +! «/592 USED AT CURVED a4 +1483 •/ffi.4 .1.78.8 +1704 1-72.1 -1889 +1•65.6 +/•822 •1597 +7.5.5 FRAME MEMBERS O`IL 48 +1-854 +1411.8 .1.77.2 +1-73.6 +1401 N a +1-63.5 +1-60.3 •/5/.T Q 11.718'O.C.MIC. GLASS SITE 48 +1827 -1-793 +1•77.8 +f-749 -14W3 9 4.61 5 -/-%2 h-+-- LONG SIDE 50 -t409 ./•T!ST +0- •4.70 3 •188.7 _71:631 •t .7 1 2T +1.711 +1- 6 +1• .4 +183.8 •7 .1 +181-5 H 54 +l•T7 4 +1.73.8 +1•0 5 1.67.3 +1•63.5 EXTERISHORT 56 +f•S .1.72 +l --.T49.3 Gj3 SIDE' f NO CHANGES THIS SHEET. 54 +1-742 .00.3 .186 eIF - L 60 +1-72 +140.7 +/$5 GLASS TYPE'5 62 +1-712 -IWA z 64 1439 +74&5 ` •1883 I--- LONG SIDE -� 1-7-f8 184 T _ SHORT SIDE Ix Y b _� � � O - p� O TS4 0 TABLE DIMENSIONS MAY BE OJ c� W TABLE 8: ORIENTED VERTICALLY OR p-U o � Z Window Design Pressure{H-,psn for Cilosa Typo/ HOWTONTALi v AS SHOWN. s L 8, � 2 U •� 07- 72 78 40 84 88 t S 109-1112 • 1-1116'NOM. W Y 30 +9W-1 +9d-1 +804130 .9W-120 +99.122.0 •901.1198 •901.118.1 .900-117 •90/.1 3.8 +8041127 +90!•109.9 GLASS STACK 7116-LAMINATED p, e z I 32 .901-130 +BW-125.1 +9ry-1189 .901.11.8 ,904111.5 +801.100.1 +DM-10413 +99-102.4 +Wry-102 +99.101A +9W-M.7 GLASS STACKZ 0 34 +9W-123,1 •9W-1169 •901-111. +fgl•107. +8D1-iWA +Bry•59.7 +90/•85.3 +90689.1 +Wry-80.5 +140 0 a U. 38 .901-116 .90.109.8 +801.104.8 +99- .5 +90!80.6 + 433 •1- +1.87.9 +! 9 +1$2.3 •181.2 . 3116'ANNEALED GLASS J -� 9118'TEMPERED GLASS 38 «901.151.2 .9N•104.2 +901-07.9 + -91 r9ry-01.1 +138.2 +1-64.9 +11-1.9 «/•764 +!-0. .h 4.3 3/16'ANNEALED GLASS ile- 46 40 +901.100.9 +9ry-89.0 +80143.4 +9W-80.1 .137.2 .-04 -/J-4 +1-7-5 1-73.6 +1-70.9 +/89 1- ~ 4It 2 «90`-101.2 rpp.85.] 412 187.4 +/34 80.6 +/-77 .1-73,1 +/-09.8 + 9 ./-6 2 7116-AIRSPACE .C90'901NTERLAYER SHORT $ y SaavS 44 +9W49.7 r90W-03.1 -189.1 +1.85.2 1!31.4 +147.8 1.74.1 +670.3 +187.5 +1439 11 SIDE �$j Z y 8 :90`48.5 +8931.9 +87.2 N832 •1.79. +f-75.4 +1.71.7 .1261 .135.1 5 ( � O N 3� 48 +90 6 W1Gell 41-MA -1-81.2 +477,2 1.733 .128.5 .l25e �L y 60 +90151.4 +147.8. +123.7 -1-7$A 1.75.3 1.71.3 +/37.5 - USEOATCLI NLYVED S ( Z Ix atnas 62 «/39.4 0-65.5 -+181,8 1.77.7 +1-73.5 1293 FRAME MEMBERS ONLY 29 o' H +1-71.8 Q 11.78'O.C.MAX. GLASS BITE �'i Z N N St +187.5 e123.4 1.78.8 +678 H 71.8 LONG Ur n 58 123. +781.4 /-77.5 A 7-2 SIDE O 5e +183.8 - ./•79.4 +1.75.4 X W 3 60 ./ 7177.0 --T?-&T- ExrER': u- p d 02 «/20.4 +175.8 a o- 21 13 I -711;-1 -xq ow e4 +-78.8 •1-74 -ljl. 6e +r-n.2 GLASS TYPE 7 •``1tNY LY/v/y`n 87.718 174.9,. - S .`` Q..••••-•. • • • • • • • • S •, • •• • • • • ••• • * N0,58705 •• ••• •• • • • se _10ORIO Q ; NOTES: -- - -i)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. - - ••• •:• ••• ••• ••• ••r - �`'!`/S��NAL 2)FCR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • • • • • • • • • • /j/7/I 1 111 tt1 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. • • • •• • • • • • • 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FW-FRAWI MED NDOWS. • • •• • • • • • • A LYNN MILLER,P.E • • •• • •e• • P.EV 58706 0:0•• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as"mp% with the pi-Ma BYIWIn Coda TABLE 7: Window Design Pressure(41,pelf)for Glass Types 8 8 8 NOA-No. 17-0614.11 org Expiration Date 02/1912019 e7-718 72 T8 80 84 88 92 90 too 104 1MI12 112 116 120 124 t 132 135 1 144 BY 30 -130 •94-f -1 +90-130 +801.130 •901-130 .901.1 +90.130 .90.1 +901.130 +901.130 .001.130 +94.130 .94.1 .901.130 •1#01433 -130. +94-130 +90.130 +904311 1181am on 32 794-130 •94.130 •901.130 +94.1 .901.130 •94.130 .901-1 +90'.1 +90-1 -130 _W17_ •90!.130 +94-130 •94-130 «901-130 •got-131 •901.130 +94.130 •90.130 .94.130 34 +90.130 •94.1 -i .901-130 -130 +94-1 +90-130 .94.130 •94.130 +901.130 +901.1 •1 79pr.130 •94.1 H14-1 -130 •94.130 7-367-W130 •901.130 «94.130 +90F-130 •901.130 •94.130 -130 A .130 +E4.13D +94.130 •130 +94.730 -900-13T' +94-130 +94.130 38 .94430 x90.1 •130 +04.130 +90r.13D +901.130 +g0/-130 .94.13D .0-M +94.130 +94.130 •94.130 +94.129.2 •94.1273 40 •94.130 +90.130 +9b.130 +94.130 .90-130 +94.1 -130 +94.130 -1 •94.1 8 •1 .2 •90-172 42 •W.136 +94.130 •1 -t .94490 d30 •90.129.3 •90.123.2 •90-119. •94.11 A 44 •901.130 .94.130 +94.130 •94.13D .94.53) -130 +94.130 .W424. +90-119.4 +94-i1S 48 +94.131 •94-130 +94-130 •94.136- +94.130 •130 .5 + -1 - +90'•1 g0-115.3 $ 48 -138 •1 +94.130 +94.1 +90.130 +90.129.7[69m4t-1199! ++90.123 .90.11 94 - 15 80 •90•t3D .94.130 + .130 +94.130 +�'-1 •126.2 .,2 •94.1 +94.13D _TW.130 -1 +90.131D -8881 1231 NO CHANGES THIS SHEET. 54 .94.130 +94.130 +94.130 +94.130 -8881.127A r� -1 -9W-13D +8941.129 1 58 •94.1 «94.130 +90I-130 s 00 •94.130 .9030 +89. -1 62 +94.130 +90.130 84 •901.130 •90.130 W •130 4•) Y U 07.718 1 •90.130 µ1 NOTES: 1)SUCK DIMENSIONS SHOWN.FOR FLANGEDWINDOWS,SUBTRACT 1-FROM THE TIP-TO•TIP DIMENSKNITODETERMINE THE SUCK DIMENSION. Q fthh 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEM AVAILABLE SHORT OR LONG DIMENSION. o 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW 512E IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT W THIN. O W cr 40 40 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE Wrnl FIN-FRANED WINDOWS. 10 H Z n U_U o C3 rWte Z O dx TABLE DIMENSIONS MAY BE n Z ax0 ORIENTED VERTICALLY OR o Z O 1.111&•NOM. HORIZONTALLY AS SHOWN. F LL 7/16'WAINATF.D GLASS STACK _ 7110'LAMINATED LONG J O GLASS STACK �- GLASS STACK SIDE Q 'O 3116'HEAT STRENGTHENED GLASS ("- LONG SIDE .09V SG 64TERLAYER 311W TEMPERED GLASS I to _ 3f16'HEAT 3I18'HEAT STRENGTHENED GLASS • H z 3116'HEAT STRENGTHENED GLASS • STRENGTHENED GLASS 7116*AIR SPACE a .090•SG INTERLAYER SHORT � y 11 SIDE Qo W Z Ir USED AT CURVED 4 11 6 _i .L - 4 SHORT �3 UL z r N FRAME MEMBERS ONLY pg �. USED AT CURVED , r 0 (7 n cQ 011-7/8-O.C.MAX. GLASS SITE FRAME MEMBERS ONLY 29 � a 11.718'O.C.MAK GLASS SITE W x Lu IL 3 IL a LL O 1.2 1.2 �- LONG SIDE -•-j EXTERIOR EMERIOR I 20 13 sn 21 13 SHORTb LONG IN �r1Y LYNN ''e" ter' v- SIDE r ��:•••......- GLASS TYPE a GLASS TYPE 8 •• 0,410, • • RF1s 410ENyF•,(� • i •• i o i i i I * Na 58705 •• ••• •• '� - gip': ;'Q SHORT SIDE :�T•'•. (47�: • ••• • • • • �' AL • • • Is • • • • • • • • • •• • • • • • • • • •• • • • • • • A.LYNN MILLER.P E.. • ••• • P.E.N 58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED Shcd=62"tb tM Flwwa 1 EDGE 2X FRRAMMINNG OD SEE F INSTALLATION r INS_7ALLATION Mon-Mo• 17-0014.11 ; DISTANCE NOTE_2.THIS SHEET TYPE C TYPE B EMBEDMENT rxW.auon Daft 02/18/1018 INSTALLATION EMBEDMENT IX WOOD SUCKSTRIP. --� TYPE A _�--•� -~�4�� SEE NOTE 2.THIS SHEET EMBEDMENT SHIM iiI By I 114'MAX 1 Atka a Net •rI� ^-� �-1 • TYP.ANCHOR TYPE,EMBEDMENT AND EDGE r EDGE DISTANCE PER SUBSTRATE, DISTANCE EDGE SEE TABLES,THIS SHEET I DISTANCE t•• I �O I 114'MAX ' T SHIM �- f 1 1--. • .,.. 4 TYP.ANCHOR TYPE- EMBEDMENT AND EDGE t 17 DISTANCE PER SUBSTRATE, _ NO CHANGES THIS SHEET. SEE TABLE 8,THIS SHEET USEDATCURVED 11 EXTERIOR .._ 29 FRAME MEMBERS ONLY '' •L j 1 t-71S•O.C.MAX. 01. CONCRETElCMU PERANCHOR i - VISIBLE LIGHT WIDTH= _ REQUIREMENT WINDOW BVCK WIDTH•2.3W' W CONCRETEICMU ro Y V WINDOW •T6TIP WINDOW WIOTM PER ANCHOR j a V) EXTERIOR BUCK - � REQUIREMENT a. YI .- � K I - HEIGHT u4 MAx.swM HORIZONTAL SECTION&A o CN 4 �� o 0 CN TIP-TO-TIP O �4; �. WINDOW STEEL LU Q LL Q X z d HEIGHT VISIBLE SELF-DRILLING SMS z aS LIGHT (GS),SEE TABLE 8. TABLE& S W R f? W HEIGHT. THIS SHEET Min Edea Mas O.C. (>V d q 0 WINDOW ` Anchor Sk•atfala Olatame Mh.EmOadmer4 sw W Z q t 0 BUCK . oM m • 1 o ul I g3 U' BN0 •d HEIGHT- Akankran 008}T3 mh. - 1 N> i O � 2-314 INSTALLATION r12 o rt4 410 SS BCmW A38 31.41 F l • IT o Z 8R METHOD IF Steel Sled Gr.33 mkt. are' 0.043' tO Ga 12• } O INSTALLATION ANCHOR P.T.Soulhem P no(8Ga0 ) - 9118' 1315 17 ' UNDERNEATH THE AMmkaun,000}TS mkr are• 0 08Y• r z r12 or•14 Slaal Som*(GIS) - O If BEADING EXTERIOR Steel 31C 0.00r• 17 N +a+vs Stasl Sod Or.33 min Sir 0.045 16 Oa• r ® z V4.410 SS CmteFlok UnW.A CMU, STM C-00 2.117 1.114• Ir •' N •i MIAMI•DADE APPROVED MULLION 21� (SEE SEF'ERATE VOA}ALUMINUM. CoMmte(min.2.03 ka I. 1314' 1Y O ~ 6 STEEL FRAMING OR STEEL STUD.. z Z Nose SEE SUBSTRATE PROPERTIES, iM'BWI Vr4muted (ASTM C-00) 2-V7 1.1/4• 17 O p 5 TABLE B.THIS SHEET Grouted CMU, STM C-90 2-V 1.314• 12• 0 CW') 114'MAX SWM S/f0'Staet tAaacan Concnda n3.3 ka0 1-U4• 1.314' lr W •��_ _� Gmukd CMV STM C-M - 2-u7 1 1.V4' 17 D.a f 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. U. 4ws I T 1X WOOD BUCKSTRIP, 'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS 11, {I I SEE NOTE 2,THIS SHEET INSTALLATIDN NOTES: ' i LYNN��''. O.......... M ' CONCRETE PER 1.USE ONLY ANCHORS USTEO ON THIS SMEET.Lq.LOW6WEtyl&gAND EDGE• • •• '��•' CtOEN3F'•�l, i� I EMBEDMENT ANCHOR DISTANCE LIMITS. • • • • • • • • • .tn� .�_ REQU,REMENT • • •• • • • • Md.MW." Mk4 F, Mo.F. N0.5870E••• � 2.W000 BUCKS DEPICTED ON THIS SHEET AS'fX•,ARE•tRKS4WHOSE TOTAL •••• • • •. TNICKNESS IS LESS THAN 1.1/2'.1X W1OOD BUCIC*6RE OP14ONAL IFON1111CAN ISE• • a SW anew 92 k 120kd _ • INSTALLED DIRECTLY TO SOLID CONCRETE.%SOD Bl"JI'DEPIC", AS•19CAR•1-11F •• Call— 90 kd 110 kal •O � •EDGE P.ANCHOR TYPE,EMBEDMENT THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE Emo UoaOaA /a3—kW 177 k Z ',S INSTALLATION STANCE — ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY KAVNG NRISOCTION, 410$S Eloo C,awa• 117.4 ke1 MILT kd EDGE DISTANCE PER 606173 1 .F(OR10�'.•-• \�� 1 TYPE B SU TRATE,SEE TABLE 8 THIS SHEET3.FOR ATTACHMENT TO METAL'THE STRU45 FUR%"BER SHAT+BE OF'SVE TO • A36 a..l 3e k.1 Wk �%`SS, •••• NG`� - VERTICAL SECTIONB-B-- - -- PROVIDE FULL SUPPORT TO THE WINDOWFWF-- q • • ••• ♦ ° p�« 33 kid 4skr �ONAI E - 4.IF APPLICABLE.LOWER OESON PRESSL•tE FRO6IEITHED W NDGW 04UyACI*NOA• • • A.LYNN MILLER.PE APPLIES TO WMOLE SYSTEM • • •• • • • • • • P F.AI Sam ••• • • • • ••• •• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 • PRODUCT REVISED 2X tAATOpt3UCKSTRIP INSTALLATION INSTALLATION •e"m CoQ•whh'h•Flodda _ EDGE OR FRAMING,SEE TYPE G TYPE F MOA-No. 17-0814.11 r DISTANCE NOTE 2,THIS SHEET EMBEDMENT lX WOODBUCKSTRIP, _ : ExPk•don 0.1.02/1912019 --_�_ EMBEDMENT SEE NOTE 2,THIS SHEET 0 INSTALLATION -- � r TYPE E r^� EMBEDMENT L �� SHN1 TYP.ANCHOR TYPE,EMBEDMENT AND EDGE Mtaua roIx n EDGE DISTANCE PER SUBSTRATE, EDGE SEE TABLE B.THIS.SHEET DISTANCE DISTANCE S114 MAX' 2 HIM 4 TYP.ANGiOR TYPE. EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE, 11 NO CHANGES THIS SHEET. SEE TABLE 6,THIS.SHEET EXTERIOR USED AT CURVED 4 rl 11 FXTERIGR 29 FRAME MEMBERS ONLY • •, ®11.7/8'O.C.MAX. pNCRETE34" JCMU I — — NSIBLE LIGHT WIDTH ( ONCRETPER HCR 1 WINDOWBUCK WIDTH-2 . REQUIREMENT WINDOW BUCK WIDTH - CONCRETE/CMU W m �Y WINDOW PER ANCHOR a BUCK HORIZONTAL SECTION C-C REOUIREMENT DI: HEIGHT ib"MAX.SHIM - O In TABLE B: N e1W C) STEEL ,,..- _ Mir,Edp Mm SELF-DRILLING SMS Meow S�D�b�te Dist— Met.Emted—A O.C. J W '1 N VISIBLE (GS),SEE 7PBLE 9, THIS SHEET O Z A LIGHT 8063T6 min- � 1r = HEIGHT- 012or01441038SC" A36 Steel 3'8' Toa;--- 12' U.p 13 O O WINDOW Sew Stud G1.33 min Ya' a04S• 14[14" —Ir 2 3 7w0 BUCK P.T.B"hwn Pine(BG-0-5m silo, 111 IT p� Z HEIGHT- Akknimn, mkt. 3/8• 0.067` it •' 234• INSTALLATION 012 w 014 Steel Sc"(65) O. .- TYPEFi A38sur 3 • 0,0ar 1r Z F z O sur Stud G1.33 min aro'- 0.015' a oe tr EXT R'OR 114'410 S3 CnteFlu CM (ASTM ) 2-tlr 1-114 Ir h --•€— Cmmft(min.3.35 k4D to 1-314 Ar J\/L OoncJre k1,2.Sa ksl) i' 13f4 1r iNUS Concate On 2.BS kel 2-U7 1.778' tr y Z H v) MIAMI- 114'Steel ult—m0AOE APPROVED MULLION Mywuled CMU•(ASTM 2.11T 1.1N• 1r 21 (SEE SEPERATE NOA),ALUMINUM, Gmuied CMU TM C-W 2-1/7 1.314' it F=., p ? 2 STEEL FRAMING OR STEEL STUD. C—mle 3.5 W) TVI' -1'4• —Ir SEE SUBSTRATE PROPERTIES, SI16.9tt1e1 WOeew utW CMU.ASTM C-M 2.112' 1 1- 4' 1r z W pp TABLE 9,THIS SHEET •MIN.OF 3 THREAOS BEYOND THE METAL SUBSTRATE. 5 'UNGROUTED CMU'VALUES MAYBE USED FOR GROUTEO CMU APPLICATIONS. r ? `YY �IJ4'MAX SHIM INSTALLATION NOTES O LLL ul 0-0. 7X WOOD SUCKSTRIP, WiU '�i�aw5 SEE NOTE 2,THIS SHEET 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE UMITS- ```tT NY LYNN MWW Mh F� Mi.F. `♦ �Q•.••-••••... //- �— CONCRETE PER 2.WOOD BUCKS DEPICTED ON THIS SHEET 1,4 n1l�� K SE t?r • • Stw Saw 42kW /zo kW X14: W?GENSF •�(� ' EMBEDMENT. . " ANCHOR THICKNESS IS LESS THAM-1R'.1X WOOD BACKS ARE OP N 8E• • 1/0lavr 40kW- itOkW Q'' • - ••1* REQUIREMENT INSTALLED DIRECTLY TO SOLID CONCRETE.W00D SUI � A AR�IWO � +1NO.56700 � ii EMN U•aQaiO 154 W 177 kW ~ _1....._ THICK OR GREATER.INSTALLATION TO THE SUBSTRATE Oj WWO�UCI`9 T BE• • 4y 53 ft.C.AM" 127,4 Tui 142.7 kW = • '-:I• .• ENGINEERED 9Y OTHERS ORAS APPROVEDSWUTHOFM HAVIyC•IURISol CTIOy1 • • 4043-TS Akvkn III kW 22 kW INSTALLATION 1 A. 3akW kW TYPE F h EDGE TYP.ANCHOR TYpE.EMBEOAtENT 3.FOR ATTACHMENT TO METAL•THE ST RUCTURAL MEMBER SHALL BE OF A SIZE TO t►. Sea arae k 48 DISTANCE AND EDGE DISTANCE PER PROVIDE FULL SUPPORT TO THE WINDOW FRAME. � � '• 4,IF APPLICABLE,LOWER DESIGN PRES V ElltiER WIN GR ftLLICN NOA• • -. -'�'css�ONAL E�G`2` SUBSTRATE,SEE TABLE 2.THIS SHEET _VERTICAL SECTION D-D �% • • • , — — ,1 W, APPLIES TO WHOLE SYSTEM. • • •,. • • • • • • • 1I 11111 t t • • • •• • • • • • • A LYNN MCLER,M • • •• • • • • • • P.E.A 5810! • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED ••temp= •ritb t1h•Florida TYP.ANCHOR TYPE, 2X WOOD SUCKSTRIP INSTALLATION INSTALLATION awku" EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE TYPE J TYPE K NOA-w•- 17'0814.11 DISTANCE PER SUBSTRATE. NOTE 2.THIS SHEET EDGE dpntb•Daft ?/19!2:018 SEE TABLE 10,THIS SHEET --- DISTANCE 1/4*MAX EDGE DISTANCE --►{ r+- 9r EDGE SHIM Mia rt on INSTALLATION DISTANCE O 2X WOOD SUCKSTRIP 2X WOOD BUCKSTRIP a trol TYPE I OR FRAMING,SEE OR FRAMING,SEE NOTE 2.THIS SHEET NOTE 2,THIS SHEET TYP.ANCHOR TYPE,EMBEDMENT AND I EDGE DISTANCE PER SUBSTRATE. , 114'MAI( SEE TABLE 10.THIS SHEET 1-{3 1 SHIM 0 4 v EMBEDMENT 3 EMBEDMENT 11 NO CHANGES THIS SHEET. USED AT CURVED - EXTERIQlk29 FRAME MEMBERS ONLY 1 Q 11.7111'O.C.MAX. /1 EXTERIOR N1I11100W � VISIBLE LIGHT WIDTH Ul WINDOW BUCK WIDTH- Y U 2.3f4• LuSUCK HEIGHT WINDOW SUCK WIDTH �. Dc yO .- 114'MAX.SHIM -+�-� (+-- }n 1I0 O II I HORIZONTAL SECTION E-E o s w wslelE INSTALLATION z fi m z a p heKv WT= TYPE L U d ua o WINDOW EDGE.DISTANCE U1 CO BUCK 010 STEEL TABLE 10: I-yZ, 0 Q HEIGHT- SELF-DRILLING SMSAnchor �� Min.Edg• Max.O.C. > Z 2-3l4• ((TS),SEE TABLE 10. Distance Sipacing O �- THIS SHEET 2-IJr x.113'Box No P.T.Saivism Pkw 65 5/1e w i- O 2-1/2'x.131•Common Nall P.T.Sadhsrn PMN�90a0.65 318' 6' aD 2-I?x.146'Roolng Nd O.T.Smararn PIM 0a0.66 Wr e - P.T.SSNh m Pin* _ 112" B' N , ata x r seal scow ILTz) 0033•AlumMwn,6063-T3 mm ate a • z z 1Mfr A38 St" 6116' 6^ O 21 1 0.014(is Gal steel Stud lTr.33 Sl1e 5" 30 ¢ Z B 2X WOOD BUCKSTRIP EXTERIOR IN.OF 3 THREADS BEYOND THE METAL SUBSTRATE O ,J aro OR FRAMING.SEE n z F o NOTE 2,THIS SHEET v L50 1!4'MAX SHIM INSTALLATION NOTES: ~ z MIAMWADE APPROVED MULLION (SEE SEPERATE NOAH ALUMINUM, X Z IX STEEL FRAMING OR STEEL STUD. /.USE ONLY ANCHORS LISTED ON THIS SHEET.fGL10W EMBEDMENT LL LL SEE SUBSTRATE PROPERTIES, AND EDGE DISTANCE LIMITS. •;;N ->Qa0 ae INSTALLATION I TABLE I0,THiSSHEET - -- 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'iX'-ARE BUCKS WHOSE MeleMi Mn F, Mh.f, TYPE J' TOTAL THICKNESS IS LESS THAN(-112'1X WOOD BUCKS ARE OPTIONAL sw amx oxIW 120ka1 �•`�aNY LYIyNy EDGE DISTANCE (FUND CAN BE INSTALLJE1.1ZTL`PMSOL'% CREME.WOEO• sfblisAlumtean 111kq 22kd '��-•'�10EN BUCKS DEPICTED Al "21-1R•TH OITGRRATA.INSTA�-�L1.AyFT�14N• i11$-9tg1 ]s kal 53IW �- TO THE SUBSTRATE OFBUCKS tbjEEtO$1'i'ti! • f;r.>JSledSad 7]tN 4s tdTYP.ANCHOR TYPE.EMBEDMENT OR AS APPROVED BY ATy HAw JV SOI�1 K3 • • .••. • * �.`'�70b :, *_ �-+-- EMBEDMENT AND EDGE DISTANCE PER 3.FOR ATTACHMENT TO ME IAL•THE SI RUCTUMMEMBER SHALLA •• '� � SUBSTRATE,SEE TACE 10.THIS SHEET OF A SIZE TO PROVIDE FULL SUPPORT TO THE W WDOW FRAME. ��.. A ` VERTICAL SECTION F-F 4.IFAPPUCABLE,LOWER DESIGN PRESSURE FROM EITHERWINDOWOR :8`S; •?ORIO�..• �2 - MULLION NOA APPLIES TAWHOLER'6TEM. • • • • . S - - - - — - • r •— • • • • • • 4 • �'+7'OVAL - • • • • • • • • • • '+++nuLL111 • • • •• • • • • • • • • •• • • • • • • A.LYNN MILLER,RE • • •• • ••• IS P.Es 59706. - ••• • • • ••• • • PRODUCT REVISED o cc 00 with tM Markin ZX VMOD BUCKSTRIP B4dWlw• • EDGE OR FRAMNG,SEE EMBEUMENf NOA-No. 17-0814.11 DISTANCE NOTE 2,THIS SHEET INSTALLATION TYPE M INSTALLATION TYPE N Exptmtfaa Dat*02/19/2019 TEMBEDMENTMI INSTALLATION _ 114*MAX •m a uc TYPE M O - EMBEDMENT SHIM 1X WOOD BUCK5IRIP,SEE 2X WOOD SUCKSTRO' NOTE 2,THIS SHEET OR FRAMING.SE - .NOTE 2,THIS SHEET �1/4'MAX TYP.ANCHOR TYPE.EMBEDMENT AND �, 3 SHIM EDGE DISTANCE PER SUBSTRATE• �.% ' TYP.ANCHOR TYPE. B SEE TABLE 11,THIS SHEET EMBEDMENT AND EDGE , DISTANCE PER SUBSTRATE. JR-O8t0Ni 7-UPDATED 11 SEE TABLE 11,THIS SHEET 3 ANCHORAGE TO FSC 2017. EDGE USED AT CURVED DISTANCE --- '• EDS EXTERIOR 28 FRAME MEMBERS ONLY DISTANCE ®11-718'D.C.Max CONCRETEM,MU 11 PEOR R REQUIREMENT 11 MEN 4 1i CONCRETEXMU a X WINDOW - PER ANCHOR BUCK - VISIBLE LIGHT WIDTH= S _ HEIGHT 114-MAX SHIM -..{ II/�� WINDOW BUCK WIDTH-2314' REQUIREMENT Q N 17 o I WINDOW BUCK MOTH EXTERIOR n. r ey 0 O it LU a VISIBLE INSTALLATION HORIZONTAL SECTION G-GLIGHT TYPE O HEIGHT= TABLE it: -' de 0 WINDOW MIm Edge Mak.O.C. �Z o ,� BUCK STEEL Anchor - SLWtmte Dwar" Mi.,Embedmem S �U J. HEIGHT- SELP-0RILLING SMS > Z 2-art• (G5).SEE TABLE 11, m m 18' 13! 3. o Z O THIS SHEET 812 a 114 410 S5 Serew A4urMnum 6083•T8 mh 3/8' 0,063•• 3. A36, 318' 0.063'• 3.T Q Simi Stuck Gr.33 min. 8' 0.045' 18 Ge• 3.T Or P.T.SOuthem Plne 0-0.55 W18' 1318• 3.7' Aluminum,BOB3•T5 min. 318' OOdr 3.T N 7eay5 112 ar 814 Steel screw(GS) F. A38 Steel 3/8' DOBY• 3.T 34i: 2 Z Steel S Gr.33 mh 378' 0.045'1B Oe• 3.T 0 21 TYP.ANCHOR TYPE, I U muW CMU ASTM C-90 2-lf2' 1-1148 or 3 Z 8 EXTERIOR tq'410 S3 CuteSea Q g EMBEOMENTANOEDOE Cammts(mh 3.35 Mei) 1" 1374' 8.T z DISTANCE PER SUBSTRATE, lu Cw4reke JmW,2.86 kN 1' 1.3/4' 6.T SEE TABLE t t,THIS SHEET Cm mte mh 286 kd 2.1/7 1378• 8.T 5 174"MAX SHIM MIAMI-DARE APPROVED MULLION U4'Steel L41re00n mulad CM ASTM G90 2-irr 1-1/4• 8.T Z ott ERATE SE EL FFRAMING ORASTEELASTUD. m�rete in 3.5 kel 1-1/4• 1374 6.T OLU LL LL a -- SEE SUBSTRATE PROPERTIES, diw Steel lkbacm Gr00bld CMU TM 2-11r 13'1' 6.T INSTALLATION TABLE 11,TH!S SHEET MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. Wk2 'xe0 e. 1X WOOD SUCKSTRIP, •UNGROUTED CMI`VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. `tt 1 tri TYPE N O SEE NOTE 2,THIS SHEET LYNN ........ �. INSTALLATION NOTES; t1�Nof 'y EMBEDMENT •• 1.USE ONLY ANCHORS USTEO ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE:iSTANCE LIFTS.••• • • • • • -� -- • •4•'•• • • ••• • WbeW Min Fr MNL F. No.59705 2.WOOD BUCKS DEPICTED ON THIS SHEET AS 11X',ARE BUCKS WHOSE TOTAL THt SS IS 4S..�ttA�9.1�",tY WAP• Sxd s- -92k.3 IPO kai • BUCKS ARE OPTIONAOF UNIT CAN BE INSTALLED DIRECTLY TO SOLIO CONCRET`�S DE1 WO A%'2X'A♦;.E • 4103uerr e0kr HOW ��1-1/2'THICK OR GREATER,INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS 8uo l ord 785 kkl 177W �pO •-• t '":•• . EDGE APPROVED BY AUTHORITY HAVING JURISDICTION. 410S3&xi Cfl,Ru• 727.4W 18e.7kr 2� DISTANCE •p,RCDP. i� •.. r 3.FOR ATTACHMENT TO METAL:THE.STRUCTURAL MEMBER SHALL BE OF A SIZE_TO PROVIDE_FULL SUPPORT TO THE 51 31 Wk-sl kr �isS/�a`�!`�N\A VERTICAL SECTION H-H WNDOWFRAME ••• •i• ••• ••• •• led sad Hkr --Wk-,T- '/h711r11t1N` 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MU&,K RNOA*PIJEJ TO%jLE IfllST:AL• •• A LYNN MILLEry Pf. P EA 58705 ••• • • • • ••• • • • • • • • • • • • • r PRODUCT REVISED as e•m I with M•FIwWa 8=9 NOA-No. 17-0914.11 Expirstl•a Dab 02119=19 By Mlam NO CHANGES THIS SHEET, ASSE FASSEMBLY DETAILS FLANGE R EQUAL-LEG FRAMES FOR FIN FRAMESb i i c7 Y U ANIX.EDICURVED ANGLEDICURVEO Q a FRAME ASSEMBLY FRAME ASSEMBLY 75 0 C4 K 90'CORNER 90'CORNER Q V) FRAME ASSEMBLY FRAME ASSEMBLY J� o aG W 2 I m z t: d d I U LLj a LU I LU U_ 10 10 h °`g K ALL CORNER �I ALL CORNERS TO I c> J•-• Z Z �a USE GASKET I USE GASKET I o ANDIOR SEALANT AND/OR SEALANT ; z p o J I C) i � p o EQUAL-LEO FRAME Z /I FLANGE FRAME � Z Z 0 W Z i EQUAL-LEG FRAMEJ—A.ND EO FRAME WITH INTERJOR I MITERED FRAME WITH INTERIOR U N Z t XTERIOR FRAME WELDS I AND EXTERIOR FRAME WEIRS p I FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT 2 �\ SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS O ( N • `J �O � � g n� ,I. Qm Arl 7�wu5 • •• • • • • ••• • _*; No.68706 S OF 000- - i •i i �� is'ONAL folititIEC • • • •• • • • • • • • • •• • • • • • • A.LYNN MIR,LEP.E.• •• • ••• • P.E.M 68706 ••• • • • • ••• • • • •• •• • • • •• •• PRODUCT REVISED as comPlflh�•wlt6"Florid• aWidl•e Coda rAaLE 12: 2784 2.784• .-1 2.784 NOA-No, 17.0914.11 I aL ---ffi''�� Oa4• -•��•�-' Oa4• —..!L..— II Oso" —«r L+- Expiradee Dot*02/19/2019 N POT Perth Description Material ,074• — .067 i� *", .082• ey •ct 1 4253C Flanged Franw Alum 8063.75 1 1.375• 1.375' 2 4285 Equal-leg Frame Alum.6063-T5 1'87s ,438- 500• ,438• .500" 3 4258 Integral Fin From Alum.606375 .050 mmr . .— _050 P00f 4 4253 7118'Lama.Glass Beading Alum.6063-T5 `[� FLANGE FRAME EQUAL-LEG FRAME 1.12s6 4254 I.O.Glass Beading Alum.8083-T5 i 1 2 1 O#42530,8063-Tb #4285,6083-T5 6a 4270 Imblation Fastener Cower Alum.6063.75 FIN FRAME ob 4224 Installation Fastener Cover Rigid PVC O 94256,6083-T5 NO CHANGES THIS SHEET. 10 7058DC Gasket(at 90'comer)oinls) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.86+/•1 1 —.i .870 ,341r i I., 13 Dow 791,egg or GE 7700 Backbaddkpl Slocon1 1.037e I— I 20 71662K Setting Block,Moo.3/18"x 7/16'x 4' Neoprene,Duro.85+l-1 .8757 .875- 21 71704AK Salting Block,I.G.3118•x 13137 x 4- Neoprene,Dum.85+/-1 syr— .050 29 106 x 1-114•FH SMS Sbinkns Steal 30 7111PDX 1#8 x V Clued PH SMS Stainless Steel 7/16'LAMI. I.O.GLASS INSTALLATION > a Oa' GLASS BEADING BEADING O68 FASTENER COVER } cop #4255,6063-T5 #425 ,606 -TS #270,6063T5 lO$ .�o4u O OOv y d goo p i ' LL W a(7 ALUMINUM e� SILICONE HOT-MELT BUM REINFORCEMENT POLYRSO- DESICCANT FILL AREA Z :� � o STRUCTURAL O Bl7rYLENE 5116•NOM. > Z Z STRUCTURAL SILICONE 3116•NOM. 5116•NON. SEAL o W O I POLYISOBUTYLENE 1/4"N_Old. FOAM BUTYLS SILICONE SEAL Z F, 8 u. WITH DESICCANT WITH DESICCANT ROLL-FORMED O i DESICCANT F0 STAINLESS STEEL O EXT.GLASS EXT.GLASS EXr.GLASS INr.GLASS $ y Q r tt EXT.GLASS ® � 2 Z Q kN I 00 j L INT.GLASS INT.GLASS INT.GLASS Z 41 7e KODISPACE 7e SUPER 77 DURASEAL® 79 XL EDGE?" 4SG TPS Q SPACER(DNXTSPACER QSPACER_ tY a LL m LYN • •• • • • • ••• • No.58705 ••.'"'YYYY 00 Part# Description Material •• ••• •• • • • •• 75 Kommerling ASG TPS Spacer System ;�•. 8� �-:'141 76 Quanex Super Spacer nXr va Hot Melt Butyl See Sheet • ••• • • • • S,'•FcoRno�..•'G`e��` 77 Quanex Duraseal Spacer-- Materials T i • i Sr�NAILN•`� 78 Cardinal M.Edge Spacer • • • •• • • • • • • REFERV CE T :FR 1 ••• •• ••• ••• ••• ••• A.LYNN MILLER,PE i REA 58705 • • • • • • • • • • • •• •• • • • •• •• . . "Zi�ycwleT FG:,p . Florida Building Code Online Page 1 of 3 �,. Business & Professional Regulation r OR mm= BCIs name i Log In i User Registration i Hot ropa ! Submit Sur&arge Stats d Fafts Publicatlons j FOC Stag i SCIS Site Map J Unks . Search ! d ,. r ProductApproval ��aa � i USM:Public UserZ�vr1 C91 MegV> M Anglitaijon Application Detail t 44444 FL# FL16708-R8 Application Type Revision Code Version 2017 Application Status Approved T Comments Archived ❑ •••• Product Manufacturer IELD-WEN •• • • • • Address/Phone/Email 3737 Lakeport Blvd 099:•• •••••• •••••• Klamath Falls,OR 97601 000000 (800)535-3936 • • • fbcl@jeld-wen.com *000 •••• • • •••• •••• ••••• Authorized Signature Iason Kantola • • 1 fbcl@jeld-wen.com ••:••: •••:•• 00000 1 • Technical Representative ]ELD-WEN Corporate Customer Service •••••• • • • • • i • Address/Phone/Email 3737 Lakeport Blvd. • • • • •••••• Klamath Falls,OR 97601 •••••• 1 (800)535-3936 • ••• :4104,06 •••• customerserviceagents@jeld-wen.com •• • •• • • • Quality Assurance Representative Address/Phone/Email i Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received I Florida Engineer or Architect Name who developed the Hermes F.Norero,P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden 2 Validation Checklist-Hardcopy Received Certificate of Independence FLl§ZQg RB GQJ�(�Qi)W SS 2015 04 27.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 I TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect fU6708 R8 EQUly ASTM E84 Egulvalency Letter SS 2017-08-31,M, Sections from the Code f J Product Approval Method Method 1 Option D Date Submitted 10/02/2017 F http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6... 2/14/2018 l Florida Building Code Online 'Page 2 of 3 I Date Validated 12/12/2017 Date Pending FBC Approval 12/18/2017 Date Approved 02/13/2018 Summa Products FL Model,Number or Name Description t 16708.1 A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing Fiberglass and Outswing Limits of Use Installation Instructions Approved for use In HVHZ:Yes EL16708 RS 1I A010871A.X.OPQ SS 2017-02-09.odf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: (Ll¢�OQ RB_AE PER46[3_L 2Q1_.,7_j7.QSif Created by Independenj Third Party:Ye r 16708.2 B Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Door -O x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions 0090 Approved for use in HVHZ:YesFL16708 R8 1I All _, • + Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P. !%Z • ••• ••••:• Impact Resistant:Yes Created by Independent Third PartW Wes • • • • Design Pressure:N/A Evaluation Reports • • • • • • •Y •• Other: FL16708 R8 AE DER4438.1 SS ��t1-1'r.oaf ••••• Created by Independent Third Pa"&Y&&• • • • i 16706.3 C Design Pro/Smooth Pro/Studio Double(XX)Impact Opaque Doorb-00 z 6-86and 6-0s: -0 Insering • • _ Fiberglass and Outswing 0000 •••• 00600 Limits of UseInstallation Instructions •••••• sees ••••• Approved for use in HVHZ:Yes FL16708 R8 13 A010873A XX.0 �ar�r' i1 02-09�odL• •••••• Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,Pt.7377 • Impact Resistant:Yes Created by Independent Third Pa"rose• • • Design Pressure:N/A Evaluation Reports • • • • • • •••••• Other: FL16708 fib AE PEf24664,1.55 217-I1-1•l.odf, •••••• Created by Independent Third Party:Yes• • • • •••••• 16708.4 D Design Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-6x'6-8 x1 6-8 and 6-0 8 W -0 1nsng • • and Outswing •• • Limits of Use Installation Instructions 1 Approved for use in HVHZ:Yes FL16708 R8 11 A010874A XX.GL SS 2016-08-26.odf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A. Evaluation Reports L Other: EL16708 R8 AE PE(24440.1 SS 2017-11-17.pd I Created by Independent Third Party:Yes 16708.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s)(X,O/O,X/O,X,O)Impact Opaque Door 9-0 x t Fiberglass 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FU6708 118 11 A010875A OXO.OX OPO SS 2017 02-09.udf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FU6708 RS AE PER4665,1 SS 2017-31-17.odf Created by Independent Third Party:Yes 16708.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s)(X,0/O,X/O,X,O)Impact Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010076A OXO.OX GL7 SS 2016-08-26 odf Approved for use outside HVHZ:Yes Verified By:Hennes F.Norero,P.E.73778 1 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. WSZ06 RS AE PER4442.1 SS 2017-11-17.odf 1 Created by Independent Third Party:Yes. 16708.7 G Design Pro/Smooth Pro/Studio Double with sidelite(s)(XX,O/O,XX/O,XX,O)Impact Opaque Door Fiberglass 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use In HVHZ:Yes §70 fAOLQ$27,�OXXO:OXX OPO SS 2017 02 09.odf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: E13 8 R8 AE PER4666.1 SS 2017-11-17.odf Created by Independent Third Party:Yes 16708.8 H Design Pro/Smooth Pro Fiberglass Double with sidelite(s)(XX,O/O,XX/O,XX,O)Impact Glazed Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes' FL16708 R8 N A010878AAO(XO.QXX GLZ S5 2026 -26.odf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Evaluation Reports 4 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6... { 2/14/2018 Florida Building Code Online Page 3 of 3 Design Pressure:N/A I FL16708 R8 AE PER4444.1 SS 2017-11.17.odf 11 Other: Created by Independent Third Party:Yes crack Contact us::M1&Mr Slwtat amtd. +hRSMO nig9 phare-V:02-"7.1924 The State of Florida is an AA/EEO employer.c - PREPARED BY: JELRWEX BUILDING DROPS,INC. 391E— .Kn 4..STE 334 WINDOWS R DOORS o AKAOKF334a rn:I4Yor9xaTn _ EAC i4uru nw , DESIGN PRO/SMOOTH PRD/STUDIO 37 IMPACT APPROVED CIA DTIIMAXs $ o�WIDTH � � Z F >m,� t 1 � g r FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/2"MAX 4 t O N Z m Q.A.YpOTH W J cl Qz s 4 �i viw M�d� oq ZZ GENERAL NOT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA r S ¢ ;Z y BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING; _ \ Q q_ W Q IG.e TAS 201-94 • TAS 202-94 °�'O+w J. ^ti w i (! J W o TAS 203-94 9u�i a 4 S t7 a3 G a. Ei p Q OC fU - 2. ADEQ OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE i°D t 6 i¢ s ACTIVE i a%A RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 3 z LL S • ACTIVE -� N d _ Lu - = FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OFO c <. INSTALLATION. o= S = O= / a `rJd •~7 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR f. ~ A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS AM ADA LY,MWo-vom[Lxt 6l yl 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT t i4 7 9 - t • >; 4 7 Y Y RESISTANCE. t t t o • t 4 4 a a • • a S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH TYPE ELEVATION 1 - IYP.ELEVATION 2 AN1M,1 a011[u3at•uq•w•.paol wAT cr oao4 nEr+rt ry 400a 1rr+r ym1QUT a.u3Tamw7a lulawewa a3c DOORS ARE QUALIFIED, wlwra►•mlwaat3a•a14•aPYaa 111.Oh4a N DaY a0TYa4YTM aP1114wfTlaAa4 EST PRESSURE (WTD)OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT ,SSS AIS PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY SSS �,Gs OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT 15 21,0 ��Q- ..... j • O NOTE: DOORS SHOWN ABOVE MAY BE LEFT * •_ T OR RIGHT HAND OPERATING DOORS. wU )a TABLE OF CONTENTS wt aT•IN1ag1.1T•Yi0+9r1 SHEET REVISION SHEET DESCRIPTION •• ••• • • • • • •• ipiwYy cgra 6y H• F.Naw..RE, • • • • • • • • • seem:l am apProvinp BYs 6xvmenl 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES •• • •• • • • • • ata:2017,02.0915:24M-05'00' •• • • • • ••• • „2 A TYPICAL 02.05.14AL ANCHOR LAYOUTS AND NOTES • • • • • • • • • 3 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS - 00 000 es 0 0 0 00 DWG. Y: CHK. Y: MAIC OjJINSWINgG DESIGN PRESSURE(PSF) G JM SS MSS 4 A VERTICAL ASSEMBLIES NOMIN .MISSILE _ 5 A -- HORIZONTAL ASSEMBLIES CONFIGURATION OUTSWING IMPACT SCALE: NTS 6 A - WOODSUBSTRATES — •• *MOTH (1f.- NROSS IrEG. TINGDING•K'A010871A 7. A CONCRETE SUBSTRATES X• •3'-0• 65• 5 I&SMI SHEET: OFSA COMPONENTS&BILL OF MATERIALS50 LMI&SMI - -SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PREPARED BY: INSTA LLATION NOT 1. (1)INSTALLATION ANCHOR IS REQUIRED AT EA�ANCHORLOCATION SHOWN, Q 2. SHIM AS REQ I (Sj.MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE 1/41NCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 3.L0-.M 330 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 0.'AMAMt — PN:MOM.1. - 3. MINIMUM EMBEDMENT AN D EDGE DISTANCE EXCLUDE WALL FIN ISHES,I NCLU DING BUT NOT LIMITED TO 37 1/2"MAX. rA+,IPUP«" wco:..,.wa,.w.oa•.m STUCCO,FOAM,BRICK VENEER,AND SIDING. O.A,_WIDTH h 4, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 3"TVP, p LU OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR O 0 $„ MANUFACTURER'S INSTALLATION INSTRUCTIONS. 6 N 0 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR )] 7 O W Z o:I ma JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. a$ j 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK a ms CONC = g>✓ �tDW g 7. INSTALLATIONANCHORCAPACITIES FOR PRODUCTS HEREIN ARE BASED ONSUBSTRATE MATERIALS WITH THE Nx Oa FOLLOW m" O a No MINIMUM SPECIFIC GRAVITY 6-4 p O 2 = (i e B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. ? LL x A x l7 u ITH MINIMUM COMPRESSIVE STRENGTH N i Q z z W z OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 H O w w 0 Q c D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH O Z a OF 2000 PSI. / dd 1 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR F LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. - REMARKS qY DATE 9, OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM -ADA SII,Mo1s-Pdm1 toa GL 1x EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. �TYP.ANCHOR LAYOUT ANCHORTABLE ��.rt oDox�raR* AwwaAwarnopas .nwaaar 6'B"DOORS 8'0"DOORS At1�oLA1•Aa�a�ia«rx�maw�on4A� MMUKa Io w aluwan AAL xo1 HaYme AW ANCHOR MIN. MIN.EDGE ANCHOR TYPE ' SUBSTRATE •MAX.O.C. MAX.O.C. SRE EMBEDMENT DISTANCE SPACINGAT SPACINGAT A`�,ES F' JAMBS JAMBS NOTE: `C' p•• ;�Ap 10 NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. 'ZV Q . L2XWOOD BUCKWOODSCREW 1110 1.1/2' 3/4" 17.1/2" 17-1/4" 7RAMINGITW TAPCON 3/16" RETE/CMU 1-1/4" 2-1/2' 17-1/2" 17.1/4"ELCO ULTRACON 1/4" RETE/CMU 1• 17-1/2' 7.1/4" '��/�r 1.1/4'-CMU 1 10" 14-3/8" so 82 2•49%21/2"PFM • •• •. • • • ••• • sauws ••• ••� •.� ••• ••• DATE: 02.05.14 DETAIL D2 22 2 - DWG. Y: CHK. Y: Xs °F" P'E GL JM SS MSS PRI MULTI-POINT SHOOT BOLT PLATE LOCATION SCALE: NTS (RH PLATE SHOWN) - ••• . DWG.•.A010871A DETAILBI •-. ..D2 _ • • • • • • • •- • • • — 4 TYP.HOPPE 1,BOiTON SOT 000 • • • • • • • • MULTI-POI NT SHOOT BOLT eOLTPLATE • • •• • • • • • • SHEET: OFB` PLATE LOCATION HOPPE 42098911 • • •• • • • • • • SILL SECTION VIEW HEAD SECTION VIEW • • •• • ••• aswm>wowanlwwHuw rJRiweJRawraursx•gJraAX x•.0 fa onAaw • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PREPARED BY: BUILDING DROPS,INC. 398 E OM1N YFACX slwl,STF 33. 4112"TIP• 4112"TYP. wnu eEArn,n 1Yro[ M IYS.N99b[lY fnY:I9%In.[.13Y 112 u: "OFFSET w 1. •.w..w. ne,op[[u[n M O i 7 Fg 3 In moXd i a SL230 5L130,LEFT SL130,RIGHT SL230,8.0' SL130,8.0' a j Q S a [- p a co X 0 „ h� �z �a 2 2� Z Ze F Ud CA OQ 0 t H --- - - - REMARKS - BYJ DATE SL220,LEFT SL220,RIGHT SL300,LEFT SL300,RIGHT SL600 P.ANCHOR LAYOUT ADA[iY,Mul[�Pan[lak ft R QUALIFIED SKIN PATTERNS �mawsu°Pk,[nm ts Ivivill .250:.010 Yk3nW q[w[[wo•.ao w.Yuuw[ '.a.w[WgRU[YpgIM P YJY[w0 PMG.4,YC .092+005 .0301.010 kw wsaeueod.rvrMO�wmeAw 1/4-MIN.EMBED TYP, ��,,`E$F. z TYP.GROOVE DIMENSIONS :F�'y H SEE TABLE r C! O W� Q` =y •� 7 iki 2X BUCK ANCHOR TABLE i'�Zl 11 \�40 t� W C ~ 2X WOOD BUCK INSTALL. MIN.EDGE MIN,CENTER 6.8"OOORS 8b`DOORS •G`,�� 2X WOOD BUCK ANCHOR MIN. ANCHOR PER BUCK ANCHOR TABLE ANCHOR TYPE SUBSTRATE DIST.7o TO CENTER X11 512E EMBEDMENT MAX.O.C. MAX O.C. nPYa�ar yn[nYw[.rq.i•EY[n SUBSTRATE DISTANCE SPT SPACING AT 2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL • 000 • • • • •s JAMBS S IAMBS unssucrYw 1•t3•w _ - ITw TAPCON 1/4` CONCRETEttU 1-114- 4• •1/2• 4 • / 25" 3D.3/N 1-3/a•'aow. • •.• • • DATE: 02.05.14 ELCO ULTRACON 1/4` CONCRETE 11A1„•CMU • 1• • • 25" 30-1J4" DWG. V: -CHK. Y: NDres: G JM SS MSS 1, 2X BUCK IS NOT FOR INSTALLATION AT SILL. NTS SCALE: 2. ANCHORS MAYBE STAGGERED AS SHOW N IN DETAIl4/3. • ••• • • • • A 90 00 06 00 DwG.X:A010871A • • . . . . • . • . SHIET: OP8 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • PREPARED BY: BUILDING DROPS,INC. 39B f,Mui.tlFICN BluO.,StE 318 �//// wMeruK na3oa 'M:IBS9139YMn �O 9338 .\'\\ M:I95a1>M SS WEB:......Maw Sem 11 IHTERN)R EXTERIOR EXTERIOR � INiER10R p O on 4Q -� 5 INTERIOR / EXTERIOR N m °A Q In m _L oo DO i�N a m °o¢ W > Ln 1 OPERABLE HEAD /E OPERABLE SILL X41 OPERABLE SILL o¢ a 4 OUiSWWG SHOWN-INSWING SIMILAR 4 ENDURAZAIE4S65F AFC01INSWING 21297 W Lu F 1 EXTERIOR '/, INTERIOR 7 REMARKS BY OATS INTERIORATERIOR INTERIOR EXTERIOR noA vfl,MWu-Pent 1pcB Gl 31/14 10 T g . �g _ - �d , 3PRPwBBC3M anoaaonwUaw3-. WR3WIWU1111 tGN1 ra4naowpriK. M4BBiBIr BaBrrCr3\w.r3tB3c a 3)MN OPERABLE ADA SILL 6 OPERABLE SILL r7-\ OPERABLE SILL q WSWING/OWSWING Q INSWING 4 ourswWG ENOURA HCI5000 AFCO A-276/P-2000 OVTIONALSAFCO H-497 ;��Q-••. ,�� i 7 7 A 11 9 INTERIOR EXTE INTERIOR EXTERIOR RIOR .9x u.r.a1in zo.vB 8 / ♦• ••• • • • • • •• 00 000 00 0 0 0 00 • • • • • • • • • • • • • • • DATE: 02.05.14 G JM I SS A4SS g OPERABLE SILL _ OPERABLE SILL .-T. SLE: NTS - - - 4 • • •- • -•- • • • s • • - - - DWG.s:A010871A - OU75WING OUTSWING - • • • •. • • • • • • OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOOL4565F • • • •• • • • • • • SHEET: OF8 . .. .. . . . .. .. ... . . . ... . . PREPARED BY: HINGE DETAIL AT IAMB: HINGE SCHEDULE PLACE 89X2-1/2"PFH SCREW NEXT TO WEATHERSTRIP BUILDING DROPS,INC, DOOR HEIGHT QUANTITY ME D/wuiEK„Yv4,i1E air . r KR3a 6'•8' 3 �� re_195gi9sun �•� 4 \ c4199�1)M�)3r Wil,/w-YMYIiMp,ti 1mNVi 1_ Lu 18 19 1 \ \ W m R cA I INfER10RINTERIOR �� / � • $Q Q . � 1•#9 X 2-1/2"PHILLIPS \Q Q FLATHEAD WOOD SCREW Oaa F CL Z O Z. 3-OX3/4-PHILLIPS l7 I;, l FLATHEAD WOOD SCREWS w O _ EXTERIOR °ROWWII' {p9 PHILLIPS FLATHEAD WOOD SCREWS _ o 17 USE 3/4"LENGTH FOR 6'-8"DOORS USE 1"LENGTH FOR 8'-O"DOORS LOCK JAMB 3 HINGE JAMB 5 OUTS-WING SHOWN•INSWING SIMILAR 5 OUTSWING SHOWN•INSWING SIMILAR REMARKS Byl PATE AOAr•.Mulii-Poiret loco bt 1 9•N9 X 13/4"PFM13-#8 X 13/8"PFH(6'-8"UNITS) W/HARDWARE 3-98X2"PFH 15-R8X 13/8"PFH(9'-V'UNITS) ' .8-IN X 2 1/2"PFH W/STRIKE HARDWARE wwui.aie awmwo.W Wuawi W/STRIKE HARDWARE (6'-8"&8'A"UNITS) 1-MPL STRIKE PLATE COMES W/HARDWARE �aieuiwrRiir.aowna ru.a�oaro aix YIW)IEi,►ri•iY4 ArYrvuyaOUM 4-MPL STRIKE PLATES 4-88 X 13/8"PFH iircuti+o t 9oavwnw is iew,aeo4n I-REINFORCEMENT PLATE Zl1 _ 23 HOPPE 92512296 EXTERIOR EXTERIOR �,`'Z ,•• ;�.p i INTERIOR o INTERIOR C If a rroia �A� ' wrtmr,or�Tus.— 11 11 •• • • • • •• _ROCKWELL MULTI-POINT LOCK JAMB 5 HOPPE MULTI-POINT LOCK JAMB �KOaPt M661�01YIT LOCK DATE: oz.o5.la 5 OOUTSWINGSHOWN-INSWING SIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR • 5 TOPREINFORCEMENT�PL TE AC�1T1 PANEL ONLY G JM SKS MSS SCALE: NTS - 4.• ••• 0_0DWG-M A010871A • • • • • •. • • • • SHEET: - OF8 • • •• • • • • • • r ••• • • • • ••• • • ••• • • • ••• • • PREPARED BBY(///��\\�� 2X WOOD BUCK a U !- BUILDING DROPS,INC. W 199E WNN 9FIiM 9lW,51[]]I MIN. N alww 9FACM,[�]]009 EDGE DIST. WOOD ANCHOR fwI:IBSII>MHIW SEE TABLE SHEET 2 pram- SEE TABLE ON SHEET 2 WM...e„aenaom ux9 SILICONE - w= J 2X WOOD BUCK Qi ID N 1. 2X WOOD BUCK E> MAX. ,1Q=—a 5 WOOD ANCHOR _- SHIM "Q F- t; m Y SEE TABLE ON SHEET 2 MIN,EMBED. ��j m SEE TABLE SHEET O Q'q N 1 HEAD(TYPICAL) JAMB (TYPICAL) _ 3 OPERABLE SILL z o z 6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING-NO ANCHOR REQUIRED �? 0 ° ENDURAZAIL4565F W 3 CA e SXICONE SILICONE SILICONE t: 0 REMARKS BY DATE -c - - - 2X WOOD BUCK -. 2X WOOD BUCK ADA 1Yl,Mukt-Ppnllrc9 GL BlL 2X WOOD BUCK w]o[wwiorw 9919aAR[AWwrW P WWI.rRrwl wanin faa9r a rsor rE OPERABLE SILL 6 OPERABLE SILL OPERABLE SILL "'°"°°" 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED �� 4 AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 .� �]E5 F• O ''Zig le SILICONE SILICONE SILICONE n9Z .awA�,` 9r[wt aw]R9a•EYOw ran 2K WOOD BUCK 2X WOOD BUCK •- •- • www BUCK - - � • • -• • • • • •• • • • It • • • • ••: 0• DATE: 02.OS.14 OPERABLE SILL g OPERABLE SILL ••OPERABLE ADA SILL• GL 1M SS MSS 6 OUTSWING-NO ANCHOR REQUIRED 6 T OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS -' — AFCO -217 ENDURRZOBLASISSF •••. ENDyRANOWN • • DWG.R:AO10871A • • • • • • • • • • SHEET: OFB • • • •• • • • • • • . . .. . . . • . . p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW � • • •• • *00 • SECTION OF HEAD OR IAMB AS LONG AS MINIMUM 6 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • --- - - • PREPARED BY- MIN. 1%WOOD BUCK - EDGE DIST. t. (OPTIONALI BUILDING DROPS,INC. SEE TABLE SHEET HN i"L••� avtE wnae[ncn xw,sn llP Z 0 W WNU BfACh Rl1N1 g m •`+ %// CONCRETE ANCHOR Q v�:/asal�%Bua wQ // i :{9501aM a)L r SEE TABLE ON SHEET 2 N CONCRETE/ -••- w _ a• MASONRY '� / CONCRETE/ Q BY OTHERS c z r / > N .�• MASONRY F �" •• ,. / BY OTHERSLn h g v N 1X WOOD BUCK !, Q 1L (OPTIONAL) I I 0.2S" C O Q 5 F=M .,a•aa �'17"'�MAX, ti q C SHIM NC CORETE ANCHOR CONCRETE/MASONRY BY OTHERS m O Q r SEE TABLE ON SHEET 2 MIN,EMBED. H t N SEE TABLE SHEET Oa W 1 HEAD (TYPICAL) JAMB (TYPICAL) 3 OPERABLE SILL z� (z�e 7 OUTSWINGSHOWN-INSWINGSIMILAR 7 OUTSWINGSHOWN-INSWINGSIMILAR 7 IMSWING_-NOANCHOR REQUIRED U 3: ENDURAZAIL"65F 0 ZO a SILICONE U .SILICONE SIUCONE -d REMARKS BY DATE p A p S p p ADA SAI.NW4-0anttW 6L 4. CONCRETE/ CONCRETE/ s CONCRETE/ MASONRY _ MASONRY MASONRY BY OTHERS BY OTHERS BYOTHERS - ARawungwauaoowa ..ataAw) rmaa..u+sa connA)a.aww aaA As OPERABLE SILL 6 OPERABLE SILL OPERABLE SILL ' OUTSWING-NO ANCHOR REQUIRED7 -INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED ``�ti� 5 K AFCO!-2797 AFCOA-776/P-ZDOD AFCO H-497I. Z•. Q Cr t 7 .7D•'.9� P,. 4iw SILICONE SILICONE SILICONE �•. .•G?,�� 4 - 4. d 4 p 4• ps ItWA,.Of- Y '• o - 4I CONCRETE/ CSE/:47 _ MASONRY - MAS- BY OO BY OTHERS OTHERS • • •• • • • 4BY Q7H RS _ OPERABLE SILL OPERABLE SILL ® t3PERAQLI: SCLC •• DATE: 02.05.14 7 OUTSWING-NO ANCHOR REQUIRED 7• OOUTSWING-NO ANCHOR REQUIRED 7 UTS G/H I G-N 11� REQ IREb •• DWG. CNK. Y: AFCOA-117 ENDURA ZOBL4565F ENDURA HCIS000ADA G JM SS MSS SCALE: NTS 0*0 OWG.s A010871A • • • • • • • • • • SHEET: OFS • • • •• • • • • • • OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW • • •• • • • • • • SECTION OF HEAD OR IAMB AS LONG AS MINIMUM • • •• • ••• • EMBEDMENT ANO EDGE DISTANCE ARE ACHIEVED. • • • • • • • • • • • •• •• • • • •• •• PREPARED BY: BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK Q ITEM# DESCRIPTION - MATERIAL W/SILL SHOOT BOLT PLATE#2098911 FINGER-JOINTED PINE BUILDING DROPS,INC. SOLID PINE O —E onuia eEaul uvD,sn nae 1 FRAME HEAD/JAMBS LAMINATED VENEER mug H eR)x (—A.w)e LUMBEfl O FaM:1g5g1)MO1e COMPOSITE w¢e:«.w wuewwa rom 2 (NOT USED) Q O Q 3 (NOT USED) �I�I'F' F= Lu a N 4 ENDURA ZAIL456SF THRESHOLD O e^ H C d 5 AFCO 1.2297 THRESHOLD W O m 6 AFCO A-276/P-2000 THRESHOLD ti a O 5 is 7 AFCO H-497 THRESHOLD O O Oo ® OO Q m 45 8 AFCO A-117 THRESHOLD pFo 9 ENDURA ZORL4565F THRESHOLD 0 LLLJJJ �D O Q I a _ o • ^_ HANDLE p: Z y 10 ENDURA HCISOOO ADA THRESHOLD - bP•4 HEIGHT a Q F.� p bSo c �4 �O z Wa URETHANE FOAM& 11 WEATHERSTRIP O n o. W Z POLYETHYLENE "''^ 0 P6 LLJ 12 NON-COMPRESSION SHIM 10.2S"MAX.THK.) COMPOSITE HANOLE z 9 O w 13 (NOT USED) HEIGHT TL 14 (NOT USED) - a C�c E� 0 �f 0 I U 15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL o p REMARKS BY 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL DATE Add ADA vII,NuIU-P°nl lad pl NL4 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL 18 'KWIKSET LOCK SERIES 400 STEEL - 4 Q 3 19 KWIKSET DEADBOLT SERIES 780 STEEL O 20 ROCKWELL MULTI-POINT TONGUE LATCH#732287686-8 UNIT STEEL met teeaeuctow.mae w..er YIrt+WI wR°c<YWRtgeNlggOeq\K ROCKWELL MULTIPOINT TONGUE LATCH#732287808-OUNIT B 0.63M#Aagawoccwrpwnwe.oAonu ' uuaApato ox oopwywAAtwa rtrunloAr 21 HOPPE MUU-POINT HARDWARE HLS9000 STEEL F. OP7P,' 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL 0 `+�� . I� 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL r,� �O �1 R_ I-T O 79" 00�65*1r 1 ..�P• T 7 . O VARIES,SEEBOM O ET LEFT HDUROLZAIL4565F O5 AHRESH 2097 O ATHRESHOLD 76/P-2000 22 HEAD SHOOT BOLT PLATE(LH) Imo— 56 4. " 7•—�• • • • • • °• 1.75 ATE: 02.05.14 4.5 D •• ••• •• • • • •• DCHK Y: RH) G 1M SS MSS AFCO H-497 THRESHOLD AFCO A-117 THRESHOLD ENDURA ZOBL4565F ENDURA HC15000 ADA HEAD SHOOT BOLT PLATE( O � THRESHOLD 10 THRESHOLD 23' SLE: NTS • ••° DVVc#:A010871A- • • • • g SHEET: OF8 0 4.5 � 1.75 8 4.6r----44.56" ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • r f f 398 East Dania Beach Blvd. /(/A\\ BUILDING DROPS , Suite 338 A Perfect Solution in Every Dropl Dania Beach, Fl.33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX , contact@build 1ngd rops.com Product Evaluation Report ..,, . . 0000 0000.. Of . . 0000.. 0000 0000.. JELD-WEN, Inc. :0000: Design Pro/Smooth Pro / Studio Fiberglass '0000' ...... .....� Impact Approved Opaque Doors , """ "" 0000 0 000000 For use in the High Velocity Hurricane Zone (HVI-W:-: . 0 0. 0, . 000000 0000.. °r '..' 0 00. :00.0:. l 00 0 Florida Product Approval Report No. 4663.1 Current Florida Building Code a Method: 1— D (Engineering Evaluation) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro/Studio Fiberglass Impact Approved Opaque Doors I For use in the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3'-0"X 6'4"(Nominal) 3'-0"X W-0"(Nominal) Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 ••• 0 Prepared by: z : .Ao 7 Hermes F. Norero, P.E. _ * • ?' Florida Professional Engineer#73778 Date: 11/15/2017 %�p C ' P• lug Contents Evaluation Report Pages 1—4 ��iiS`S/ONAI- Digitally signed by Hermes F.Norero,P.E. Hermesiow ?0`P.E. Reason:I am approving this document Florida No.73778 Date:2017.11.17 10:34:29-05'00' 4 f , - BUILDING DROPS • A Perfect Solution in Every.Drop I Date: 11/15/2017 Certificate of Authorization:29578 Report No: 4663.1 Manufacturer: JELD-WEN,Inc. 0000 Product Category: Exterior Doors t i Product Sub-Category: Swinging Door Assemblies •••�•. �..�.: 0000:. 0000.• { • . • 0000 0000 • • Compliance Method: State Product Approval(1)(d) 0000 0000 0000. 0000.. 0000 00000 Product Name: Design Pro/Smooth Pro/Studio Fiberglass • • • 00 00 00 0 •0000• Impact Approved Opaque Doors • 0000.. For use in the High Velocity Hurricane Zone(HVHZ) 0 0 0 ; 3'-0"X 6'-8" (Nominal) 0 0000 00.3'-0"X 8'-0"(Nominal) X00 0 00000 :09*0: •0 0 i Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN Inc. based on Method 1d of the Florida Department of Business and Professional Regulation -Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Insta ation ns ructions A010871,signed and sealed by Hermes F.Norero,P.E.(FL#73778)for specific use parameters. Limits of Use: 1. This product has been�evalua�tedand is in compliance with the current Florida Building Code, including the"High Vne Zone" (HVHZ). anc ors s a space ass own on etas s. nc ate material shall be beyond wa ressing or stucco. P :Chapter used in areas requiring wind borne debris protection this product complies with 16 of the current Florida Building Code and does not require an impact resistantng. e ai s o drawing A010871 require furt er engineenng analysis by a licensed engineer or registered architect. 5.. See Installation Instructions A010871 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 5 l BUILDING DROPS Date: 11/15/2017 A Perfect Solution in Every Drop! Report No: 4663.1 Certificate of Authorization:29578 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through National Accreditation&Management Institute(FBC Organization#QLAMj. •••••• Performance Standards: The product described herein has been tested per: • • P P 0000.. .. .. 0000.. • 0000.. • TAS 201-94 •••••• 0000 '. .. . . • TAS 202-94 0000••• •0000• 006.0 • TAS 203-94 •••••• ••:••• 66 .. .0 . .0.... Referenced Data: •••••• 0 • 1. Product Testing performed by National Certified T@sting faborajpgeS. 60•••• (FBC Organization t# TST1589) •• • •. P Report# ReportDate:�. . 000 0000.0•• • � .0 6 NCTL-210-3916-02 w/addendum 06/10/14 NCTL-210-3930-01 02/24/14 i N CTL-210-3930-02 03/10/14 NCTL-210-3925-03 02/07/14 ' TAS Report Engineer of Record:Gerard J. Ferrara, P.E. Report# Report Date: SJW2013-194 w/addendum 06/10/14 SJW2013-131-TAS 07/02/13 SJ W 2013-206-TAS 11/13/13 ' i TAS Report Engineer of Record:Kevin P.Tyra,P.E. Report# Report Date: S1 W 2013-246 12/17/13 S1 W2013-231 12/03/13 SJW2013-251 12/23/13 SJW2013-252 12/23/13 SJW2013-253 12/23/13 SJ W 2014-032 04/22/14 C. SJ W2014-073 06/26/14 - SJW2014-077 106/27/14 SJ W2014-072 06/27/14 i SJ W2014-080 07/03/14 TAS Report Engineer of Record:Robert H.Zeiders, P.E. 2. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) Hermes F.Norero,P.E. Florida No.73778 Page 3 of 4 I ' i i 1 4 r BUILDING DROPS - 17 A Perfect Solution in Every Dropl Date: 11/15/2 Certificate of Authorization:29578 Report No: 46633.1.1 f I 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA,Inc. ASTM E84 �•�� . . .... ...... Report#: 3113726SAT-001 R1 Report Date:03/134V ; • • •• 4. Component Material Testing of Fiberglass SMC SkiMee%* • Element Materials Technology •••• �••• �•��•� ASTM D635 ASTM D638 ASTM D1929 ASTM D2843•STM G159••• •• ••• Report#: ESP010982P Report Date:02/26/13 09:64: e":'. 0909' ee ee ee a eeeeee eeeeee e e e e e e e Installation: 1. Approved anchor types and substrates areas follows: • • :..e:e "'"' e e e e e e e eeeeee ee • ie e • • 1 e e ee e Through Frame Installation: A. For two by(2X)wood buck substrate (Min.S.G. =0.55), use#10 Wood Screw type installation anchor's of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min.f'c=3000 psi)or masonry(Conforms to ASTM C90)substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon i. or''/."Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of " ' a i C. For concrete (Min.f'c=3000 psi)or masonry(Conforms to ASTM C substrate whe wood bucking is NOT employed,use 3/16"diameter ITW Tapcon o '."Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum a ent of 1.25"into concrete or masonry. Refer to Installation Instructions(A010871)for anchor spacing and more details of the installation requirements. q 1 Design Pressure: 1 MAX.OVERALL DESIGN PRESSU P NOMINAL SIZEMISSILE r CONFIGURATION INSWING OUTSWING MPACT ' WIDTH HEIGHT TING POS. N . POS. NEG. , T X 3'-0" 6'-8" 65' 6s\- 65` 65 JA&SMI 50' S0 5-6-- UNI&SMI Hermes F.'Norero, P.E. Florida No.73778 Page 4 of 4 {