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WS-17-2516
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address mid Permit NO. WS-10-17-2516 Permit Typex Windows/Shutters Classification: Window/Door Replaeem Permit Status: APPROVED Issue Date: 11/2/2017 Expiration: 05/01/2018 Parcel Number Applicant 138 NE 107 Street Miami Shores, FL 33161-7032 1121360070210 Block: Lot: WALKER & ELIZABETH SAINVIL Owner Information Address Phone Cell WALKER & ELIZABETH SAINVIL 138 NE 107 Street MIAMI SHORES FL 33161-7032 Contractor(s) DVG BUILDERS INC Phone (305)506-7308 Cell Phone Valuation: Total Sq Feet: $ 14,401.00 0 Type of Work: REMOVAL AND INSTALLATION OF 11 IMPA No of Openings: 13 Additional Info: REMOVAL AND INSTALLATION OF 11 IMPA Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $9.00 $3.45 $2.30 $3.00 $230.00 $9.00 $12.00 $268.75 Pay Date Pay Type. Invoice # WS-10-17-65430 11/02/2017 Check #: 7020 $ 218.75 $ 50.00 10/23/2017 Check #: 7014 $ 50.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 ce that all thforegoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru Wing. rmoreiYaxlfhorize the above -named contractor to do the work stated. thorized Signature: iewnef / Applicant / Contractor / Agent Building Department Copy November 02, 2017 Date November 02, 2017 1 305- 26 orci) zood- BUILDING PERMIT APPLICATION • BUILDING ❑ ELECTRIC [I PLUMBING ❑ MECHANICAL JOB ADDRESS: 138 NE 107 Street Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED APR 3 0 2018 FBC201q Master Permit No. WS-10-17-2516 Sub Permit No. ❑ ROOFING ❑ REVISION ❑ PUBLIC WORKS ❑ CHANGE OF CONTRACTOR 0 EXTENSION ❑ RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Folio/Parcel#:11-2136-007-0210 Occupancy Type: SF Load: Construction Type: OWNER: Name (Fee Simple Titleholder): Sainvil Walker Address: 138 NE 107 Street Zip: Is the Building Historically Designated: Yes Flood Zone: NO X BFE: FFE: Phone#: 305-804-0931 City: Miami Shores State: Florida Tenant/Lessee Name: N/A N/A Email: Phone#: Zip: 33161 CONTRACTOR: Company Name: D.V.G BUILDERS INC Address: 2930 SW 115 AVE Phone#: 305-506-7308 City: MIAMI State: FLORIDA Zip: 33165 Qualifier Name: DANIEL GARCIA State Certification or Registration #: CGC1519237 DESIGNER: Architect/Engineer: JEDESIGNS & PERMITTING. Phone#: 305-264-0992 XT 2006 Certificate of Competency #: Phone#: 754-701-7126 Address: 6499 POWERLINE RD City: FORTLAUDERDALE State: FL Zip: 33309 Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑■ Alteration I I New ❑ Repair/Replace Description of Work: Removal and installation of 11 Impact windows and 2 Impact Doors ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ ?006, (Revised02/24/2014) Bondi] Company's Name (if applicable) N/A Bonding Company's Address N/A City NSA State N/A Zip N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A state N/A Zip N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice ,to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection - urs seven (7) days after the building permit is inspection will .e approved an• a reinspection fee will be charged. Signature` OWNER or AGENT The foregoing instrument •s acknowledged befor- m- this da of �, by ✓1U 1 aI pl�who is per onall own to oJj(o `as identification and who did take an oath. NOTARY PUBLIC: Sign: gL--L -o Print: 1 ' `—u VOL Seal: APPROVED BY 9tcqL Notary Public State of Florida Ricardo Tangherlini MY Commission GG 181437 , wa' Expires 01/31/2022 -",143kli Signature d. In the absences such posted notice, the CONTRACTOR The foregoing instrument was acknowledged before me this rL ( , 20 116 , by ,w me or who has produced identification and who did take an oath. NOTARY PUBLIC: o,rs per Sign: Print: Seal: Plans Examiner Structural Review nowt] to — Zoning Clerk (Revised02/24/2014) BUILDERS RESIDENTIAL St COMMERCIAL 4/30/18 Att: Building Official Re: Extension of Permit # WS-10-17-2516 I Daniel Garcia Request an Extension on permit # WS-10-17-2516 for project located at 138 NE 107 Street Miami Shores, Fl 33161 as '/2 of the order of products are still in production. Thank you Please contact Sandra Mejia at 305-264-0992 xt 2006 with any questions Or to send confirmation of Extension to Sandra@anchorimpact.com anchorimpact.com as well as to D.GarciatZI DVGBUILDERS.COM 2930 SW 115 AVE MIAMI, FL 33165 C: 305 506 7308 / D.Garciat DVGBUILDERS.COM CGC151 9237 / HI 2415 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION UILDING ❑ ELECTRIC ❑ ROOFING El PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: I3 S i O1 City: Miami Shores County: Folio/Parcel#: 11- Z 134 - 00 7 - 02-10 Occupancy Type: $8CF ;Load: Construction Type: OCT,232017 BY: FBC 20 i 1 st' Master Permit No. VV — 2 S 1 6 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: 3316 / Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): ek rr1 Vi I VV c:11. k-er Address: 1 3`"i �1v )n City: l 1, m I SJi v{e S State: i Tenant/Lessee Name: Phone#: Email: BFE: FFE: Phone#: 305 -- 3o f-0q 3/• Zip: 33 / 6 E 11'9 /P CONTRACTOR: Company Name: D. v C • 1A-41d4rS Address: z930 Ste! figs 4ve City: M / P7 I _State: Qualifier Name: 06tY1,Ae' 6 0.YUf0,.. �h) C - Phone#:365- 506 73t' Zip: 3 3 /‘ 5 • Phone#: 30S'S06' 73p' State Certification or Registration #: C6C 15 / q2 3 Certificate of Competency #: DESIGNER: Architect/Engineer: J . 1-5 • De Address: 6' fig ?ot,J9-f t Yip PJhoone#: ESN- ?O/- 7/ Z. City ' uoida�O State: "FL Zip: 3330 . Value of Work for this Permit: $ / 1--/Z CO/ • 0 U Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New Description of Work: remoVcj owdt r VIS-Tali OYl 2 s ma don ,(S - ❑ Repair/Replace ❑ Demolition I/ s rn Ct) i t dr3c- S civ, l Specify colorofcolor thru tile: Submittal Fee $ :JD eo' d Permit Fee $ f.-30 CCF $ c � j Scanning Fee $ Radon Fee $ (r� �'VA . - O DBPR $ S Technology Fee $ Training/Education Fee $ Structural Reviews $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ t (Revi sed02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State fi Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded n • ' e of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permi, is issb d. In the absenceo such posted notice, the inspection will not be apjueve4and a rein ction fee will be charged. Signature Signatu OWNER or AGENT The f regoing instrument was acknowledged before me this The or day of �� , 20 / , by da of l�J� , who is p 'sonally n wn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: C.� NATHALIE CEPERO otary •u• is - a e o 1 . • •E Commission # GG 049216 F:���;o;� My Comm. Expires Dec 19, 2018 "'',,,, , „`' Bonded through National Notary Assn. CONTRACTOR strument was acknowledged before me this ,20 (7 ,by n to i ali-t_-., who is pe me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: NATHALIE CEPERO `oary'u.lc- a s . •. • : �, : • Commission # GG 049216 ate= My Comm. Expires Dec 19, 2018 •,,F°� F Via' � Bonded through National Notary Assn. as ******************************** **** ********************************************************************* APPROVED BY I/ Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk AFTER RECORt'INO -RETURN TO-. 6. -for. PERMrr NVMREit;.. CFN: 20170513632 BOOK 30679 PAGE 4259 DATE:09/05/2017 02:22:19 PM HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY NOTICE OF COMMFNCFMENT' The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the 'following information is provided in this Notice of Commencement. 1. DESCRGI�PTION Or PROPERTY (Legal description of -the property &:street address; if available) TAX: FOLIO NO.: Z % ...� SUBDIVISION uni11 n(v4:-t-.Yrl,y '= {t BLOCK 44,J"2TRACT ...: LOT. 5.. .BLDC UNIT 13q Meta m; Ghee' / .FI 3 /6 2. GENERAL AkscRIPTI ;t',)FIMPROVR E t Te_ ma ti ct t j to tits` .s3~ltca� l b r^‘ e> l i '-L > z>lti,,� ,: n DoL ' rM r 7... tee io a 3t OWNER INF'ORMAT!ON'ORLES'EE INFORMATION IF LESSEE COON" r AC PORTHE IMPROVEMENT: /"'' / a. Name: and address :�? ,ill Is t,Lak_� :• 13 r..- te)4 SITA21- Miami SA rest ri 33/ 1 f ;. b Interest in property- c. Name and address of fee simple titleholder (if different from Owner:: listed above): 4. a coNTRACTOR's NAME: DVG Builders Inc. / Daniel Garcia / CGC1519237 Contractor's address. 2930"SW 115 AVE M IAM I, FL 33165 b. Phone number. (305) 506-7308 5. SURETY (if applitable, a copy, of the payment band is;attacbed). ieName aedaddiesa']. b.• Phone number::..... -. 6, a.:LENDER'S:NAME: Lerida's'addreas; c. Amount of bond;_ f b. Phone. number: 7.. Persons within the State ofFlorida designated by Owner upon whom notices or other documents may be served as!provided'by Section 713.13 (1) (a) 7., Florida Statutes: a ::Name and -address': bThonE:numbcrs of designated persons: _. _. ._.. 8. a In addition to himself or herself, Owner; designates' of 'to;receive a.copy of the Lienor's Notice as provided.in. Section 713.13 (1) (b), Florida Statutes: b, Phone number of person or entity designated by Owner: .. .. - . . 9.. Expiration date of notice of commencement (the expiration date will be l:vear from: the date of recording unless a differentidate is specified);... , 20 WARNING TO:OWNRII: ANY )'AYMI NTS MADE BY THE OWNER AFTER -THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDERCHAPi'ER 713 PART 1. SECTION 713.t3: FLORIDA STATUTES. AND CAN RESULT IN YOUR"PAYING TWICI;FOR IMPROVEMENTS TO YOUR PROPERTY ANOTICE OF COMMENCEMENT: MUST BE RECORDED AND I?OSTED ONTIIE JOB SITE OEPOREJ1T,E FIRST INSPECTION, IF YOU INTEND TQ OBTAIN FINANCING. CON,.1JLT.. WITH YOUR. OR AN : " t RNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OP'COMMt"N F,ME 4T .(Signature of.O Authorized ©ttii State of County of or Le , ner's or Lessee's Director artner/Manager) 0cl G-. rt%19�71'fl/ { ' (Print Name rid Provide Signatory's Tide/Office) The foregoing instrument -was ac�k /nowledged before me this dav of 20 1 by ..2t,..i/t.u. t 1,0041LQJt (name of person)' (name of party on behalf of whom instrument was exeeuted). as (type ofauthority,...e,g. officer, trustee, attorney in fact) Personal ly:Known; L/ or Produced Identification Type of Identification Produced NATHALIE CEPERO Notahyd:P_•,Iddic • State of Florida Commission # GG 049216 (Signature of Notary Public) '' My Comm. Expires Dec 19, 2018' (Print, Type, or Stamp Commissioned Name ofNotary Public) , Bonded tlrrougli National Notary Assn, Rey.:10-15-12 te.. -ar -, l:.J:r Anchor Impact, Inc. 7292 Bird Road Miami, FL 33155 US (305) 264-0992 www.anchorimpact.com ESTIMATE ADDRESS Sainvil Walker 138 NE 107th St Miami Shores,FI Please detach top portion and return with your payment. SALESPERSON Leo Garriga walker73@hotmail.com CUSTOMER EMAIL ESTIMATE # 2460 DATE 08/17/2017 CUSTOMER PH. # (305) 804-0931 DATE • DESCRIPTION QTY 08/17/2017 Material 1 Single Fiberglass Door w/ Mini Blinds (36 x 80) I PVC Frame I Stainless Steel Hinges I unstained Smooth White Finish 1 Double Bore Prep 1 No Hardware 1 Left Handing Outswing 1 Mark A Model : FB Mini -Blind Fu!! Lite 08/17/2017 Material 1 514.00 Horizontal Slider (37 x 50.'5/8) White Aluminum Frame Clear Laminated Glass 1 X-O 1 Full View j Screen Included 1 Mark B Model : MG300 08/17/2017 Material 1 737.00 Horizontal Slider (74 x 50'5/8)I White Aluminum Frame 1 Clear Laminated Glass j X-O 1 Full View 1 Screen Included 1 Mark C Model : MG300 08/17/2017 Material 1 392.00 Single Hung Window (19 x 38"3/8) 1 White Aluminum Frame I Clear White Inter!ayer Glass I Full View I Screen Included Mark D Model : MG200 08/17/2017 Material 1 392.00 Single Hung Window (19 x 38"3/8) I White Aluminum Frame I Clear Wf"iite Interlayer Glass I Full View I Screen Included Mark E Model : MG200 08/17/2017 Material 1 514.00 Horizontal Slider (37 x 50.'5/8) 1 White Aluminum Frame 1 Clear Laminated Glass 1 X-O ! Full View 1 Screen Included 1 Mark F Model : MG300 AMOUNT..' 1,287.00 'Quatity & Peace of Mind if; not Expensive, it's Priceless." Thank you for your business. DATE DESCRIPTION 1 Y AMOUNT 08/17/2017 Material Horizontal Slider (74 x 5p" 5/8) White Aluminum Frame I 1 737.00 Clear Laminated'Glass I .X-O I Full View I Screen Included I Mark G Model : MG300 08/17/2017 Material 1 Casement Window (37 x,50"5/8) I White Aluminum 910.00 Frame !Clear Laminated Glass I Left Hinge I Full View Screen Included Mark H Model : CM525 08/17/2017 Material 1 1,475.00 Single Tiki Door (36 x 82) I White Aluminum Frame Clear Laminated Glass impact Single Hung Window Full View I Left Hinge 13 i t Locking System I Satin Nickel Hardware I Mark 1 Model : AWP 1800 Balcony Impact Door 08/17/2017 Material 1 448.00 Horizontal Slider (37 x 38"3/8) White Aluminum Frame Clear Laminated Glass j X-O I Full View I Screen Included Mark J Model : MG300 08/17/2017 Material 1 514.00 Horizontal Slider (37 x 60"5/8) I White Aluminum Frame I Clear Laminated Glass I X-O I Full View I Screen Included 08/17/2017 08/17/2017 Mark K Model : MG300 Material 1 514.00 Horizontal Slider (37 x 50'5/8) White Aluminum Frame I Clear Laminated Glass I X-O I Full View I Screen Included I Mark L Model : MG300 Material 1 514.00 Horizontal Slider (37 x 50'15/8) I White Aluminum Frame Clear Laminated Glass I X-O I Full View I Screen Included Mark M Model : MG300 Subtotal: 8,948.00 08/17/2017 Complete Door installation 2 688.00 Removal and disposal of 'existing door. Stucco and drywall patchwork. (If required) replacement of wood buck with pressure treated wood. Installation of hardware if included. If hardware is not included but is provided by the customer at the time of installation, hardware will be installed free of charge. 08/17/2017 Complete Window Installation 11 2,552.00 Removal and disposal of existing window. Stucco and drywall patchwork. (If required) replacement of wood buck with pressure treated wood. 08/17/2017 Complete Shutter Removal 13 728.00 Removal and disposal of shutters. Stucco patchwork. Anchor Impact is not responsible for newly stucco surface not matching the existing stucco finish. Painting is not included unless otherwise stated In this contract. 08/17/2017 Ygrene Contractor Fee Ygrene Contractor fee 1 Subtotal: 3,968.00 385.00 'Quality & Peace of Mind is not Expensive, It's Priceless." Thank you for your business. DATE 08/17/2017 08/17/2017 DESCRIPTION , Engineering Fee J.B. Designs by Anchor Inpact as agreed on contract Permit cost By the City of Miami Shoes QTY AMOUNT 1 650.00 1 450.00 Subtotal: 1,485.00 REMOVAL & INSTALLATION IS INCLUDED. STUCCO AND/OR DRYWALL PATCH WORK IS INCLUDED. PRICES ARE SUBJECT TO CHANGE DUE TO ENGINEERING AND/OR MEASUREMENT VERIFICATION. ANY DETAILS, SERVICES, AND/OR MATERIALS NOT MENTIONED WILL NOT BE PART OF THE SCOPE OR CONTRACT AGREEMENT. YGRENE, RENEW, PACE, OR ANY OTHER FINANCING OPTIONS MAY HAVE ADDITIONAL FEES THAT APPLY. Accepted By TOTAL Accepted Date J2//7 $14,401.00 "Quality & Peace of Mind is not Expensive, it's Priceless." Thank you for your business. • sseJ53 Room 267 ft2 H e 4 Y ;37 ssaJ63 Room 205 ft2 Room 208 ft= Room 206 ft2 Room 91 612 m! CA Oi 0 0 J Kitchen iX o I H e 3' 3'1,47 NR K • i X-. p .• tta Room 441 ft2 L M ..,.X..< 0 r;X.._ o H_4 r(31 He4'24(37 Customer Signature : e6'10' A Masonite Mini Blinds i; Date: Master U 6 Room � -h 301 ft2 LU n B Ho4'r PI Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 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: 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 dip 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). wledge Daniel Garcia ifier/Owner Si; ature Date Print Name WALKER RESIDENCE 138 NE 107TH ST MIAMI SHORES, FL 33161 RECEIVED OCT 2_3 1017 138 NE 107th St SITE PLAN N.T.S. SCOPE: 1. REPLACE EXISTING NON -IMPACT WNDOWS & DOORS WITH NEW IMPACT RATED SYSTEMS AS SHOWN. 2. REFER TO APPROVED NOA'S FOR PRODUCT SPECIFICATIONS & ATTACHMENTS. 3. ALL PRODUCTS ARE IMPACT RATED & APPROVED FOR USE IN THE HVHZ. TABLE OF CONTENT: Cl - SCOPE OF WORK & SITE PLAN P1 - PROPOSED WINDOW & DOOR LAYOUT El - FRAME ELEVATIONS -25 DESI GN 1B DESIGN & PERMITTING,INC. 6499 POWERLINE RD. 6203 FORT LAUDERDALE, FL. 33309 TEL. 754-701-7126 WWW.JBDTEAM.COM ANCHOR 7292 BIRD ROAD MIAMI, FL 33155 • • • . . •• • 0 O Z • W 1 • 1 U U Z • J .I.I • • 0 •J •E• . LL 2 •. D Q .0 .. Ur _ U Z• j v..; ; N o z • o �• 0 OO �.� w �. ,z •;4, . w 2 a D a•; m o w CD b co ~ z 2o d o wm ¢ a c-2- cn w CD w E w E w E w w o- ... o .0 QUALIFIER INFO: PROJECT INFO: WALKER RESIDENCE SCALE: AS NOTED CHECKED BY: DRAWN BY: JBD ISSUE DATE: 10/09/17 SHEET# C1 r FD (AWP 1800) 36" X 82" DP = +65.0/-65.0 NOA# 16-1110.01 KITCHEN "X" "0" "X" "0" CAS (SERIES CM-525) 37" X 50 5/8" DP = +70.0/-75.0 FL #16132.1 BEDROOM LIVING ROOM "X" "0" ENTRY HR (SERIES MG-300) 37" X 38 3/8" DP = +80.0/-80.0 FL #20359.1 IC.HR (SERIES MG-300)HR (SERIES MG-300) 37" X 50 5/8" 37" X 50 5/8" DP = +80.0/-80.0 DP = +80.0/-80.0 FL #20359.1 FL #20359.I ON---HR (SERIES MG-300) 37" X 50 5/8" DP = +80.0/-80.0 FL #20359.1 FPG 36" X 80" DP = +70.0/-70.0 FL# 4334.01 WINDOW & DOOR LAYOUT SCALE. 1/8" = 1-0" BEDROOM ROOM HR (SERIES MG-300) 74" X 50 5/8" DP = +80.0/-80.0 FL #20359.1 Da W BATH 0 MASTER BEDROOM X" "0" HR (SERIES MG-300) 37" X 50 5/8" DP = +80.0/-80.0 FL #20359.1 O \—SH (SERIES MG-200) 19" X 30 3/8" DP = +80.0/-80.0 FL# 20352.1 \--SH (SERIES MG-200) 19" X 30 3/8" DP = +80.0/-80.0 FL# 20352.1 \—HR (SERIES MG-300) 74" X 50 5/8" DP = +80.0/-80.0 FL #20359.1 HR (SERIES MG-300) 37" X 50 5/8" DP = +80.0/-80.0 FL #20359.1 • • • •• •••• • •••• • • • • • •• • •••• • • • • DESIGN 1B DESIGN & PERMITTING,INC. 6499 POWERLINE RD. #203 FORT LAUDERDALE, FL. 33309 TEL. 754-701-7126 WWW.JBDTEAM.COM ANCHOR IMPACT 7292 BIRD ROAD MIAMI, FL 33155 • • • •• •• • • • • • • fig•. • o 7.• o z = S �• (2)> W Z ice J • co. •• 0 Lit J z •• F (7)E•� 70 CC 2 •-4 . • J o•• Q N Q 0 6 o - 00 2 M W U Q w w w ••d• o• 0 • z • •Ir• • CL 0010 ••• LIJ Ln z�• •Oi• 2 wLa w w F- z 0 0) 2 in w w QUALIFIER INFO: PROJECT INFO: 138 NE 107TH ST MIAMI SHORES, FL 33161 SCALE: AS NOTED CHECKED BY: DRAWN BY: JBD ISSUE DATE: 10/09/17 SHEET # P1 37' 36" 1 ELEVATIONS SCALE: 1/4" = 74" y „X„ • 00 37' i 110. 00 37 7 i y DESIGN 1B DESIGN & PERMITTING,INC. 6499 POWERLINE RD. #203 FORT LAUDERDALE, FL. 33309 TEL. 754-701-7126 WWW.J BDTEAM.COM 7292 BIRD ROAD MIAMI, FL 33155 • • • • • • •• • tea• • 5 0 • • o •�Q •••• rj ! 0_ b •• N < O o CO 0 w2 (O W w • • 5w •••• •p_i• • • • • • • • • • • `^ a • • y J ( _J N • •• •!••H (may O•• • • •J DO AYE SERIES "AWP-1800" ALUMINIUM OUTSWING FRENCH DOOR 0• O • ••A•• a U • ••110p•• 1 Ct • LL LL • •4.i• Q • ••t•• �Sit •>}••• G! z • O• MI•• (4) • ••• w • w 1- 2 O 1n 0) w w co QUALIFIER INFO: PROJECT INFO: WALKER RESIDENCE SCALE: AS NOTED CHECKED BY: DRAV/N BY: JBD ISSUE DATE: 10/09/17 SHEET# 1 WIND LOAD ANALYSIS COMPONENTS AND CLADDING BLDG.: LENGTH = 47' WIDTH =39' HEIGHT= 15' (SEE SKETCH BELOW) BASIC WIND SPEED = 165 MPH WIND STANDARD: ASCE 7-10, FBC 2014 5TH EDITION EXPOSURE: NON -COASTAL BLDG. > 60 FT. BLDG. < 60 FT. BASIC WIND SPEED V : 165 MPH IMPORTANCE FACTOR I: NA EXPOSURE CATEGORY :C RISK CATEGORY : 2 MEAN ROOF ELEVATION H : 15 FT. TRIBUTARY LOAD AREA A : 10 FT' ELEVATION OF OPENING = 15 FT. Kh = 0.85 (TABLE 6-3, PAGE 79) Kz = 0.85 (TABLE 6-3, PAGE 79) Kd = 0.85 (TABLE 6-3, PAGE 80) Kzt = 1.00 (TOPOGRAPHIC FACTOR - FIGURE 26.8-1, PG. 252) VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd V' = 50.29 PSF VELOCITY PRESSURE Qz= .00256 Kh Kzt Kd V' = 50.29 PSF GCp COEFFICIENTS (FIGURE 30.6-1, PG. 348) ZONE 4 = + 1.00 -1.10 ZONE 5 = + 1.00 -1.40 GCpi COEFFICIENTS = + .18 - .18 (TABLE 26.11-1, P258) DESIGN PRESSURE P = Qh (GCp - GCpi) x .6 (AS PER FBC 1609.1.5) DESIGN PRESSURE P = Qz (GCp - GCpi) x .6 (AS PER FBC 1609.1.5) ZONE 4 = +35.6 PSF / -38.6 PSF ZONE 5 = +35.6 PSF / -47.7 PSF WORST CASE s • • • • •• • 000oo • ••••a• •••• • • •••• 000000 • • •• •• •••••• • • • • • • • • • • •• • CLIENT: ANCHOR IMPACT 7292 BIRD ROAD MIAMI, FL 33155 DESIGN 1R DESIGN ■ PERMITTING,INC. 6499 POWERLINE RD., 11103 FORT LAUDERDALE, FL. 33309 TEL. 756401.7126 W WW.IRDTEAM.COM PROJECT: WALKER RESIDENCE 138 NE 107TH ST MIAMI SHORES, FL 33161 SCALE: ISSUE DATE: SK # WL AS NOTED 10/17/17 •• • • • • • •• • • • • • •• •• a • • 000000 • • • • • • • •• • • 000000 000000 • • •••• • • • • •••••• s • • • • • • • • • • ••a•• • • •••••• • • • •••••• • • •••••• • • JULIO E. NZALEZ, P.E. 4/5/2016 FLORIOA OSFARTMBNT OF Florida Building Code Online Business rofessiona egulation Florida Departmental Busines Professi Regulation License efficiently. Regulate fairly. BCIS Home Aackst oBPR :' 0BPR O VIffiIQNS Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications ( FBC Staff I BCIS Site Map Product Approval USER: Public User Product Approval Menu > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email FL16132-R1 Revision 2014 Approved T M Windows LLC 1543 North Powerline Rd Pompano Beach, FL 33021 (954) 781-4430 ocordova@tmwindow.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Windows Casement • Links I Search • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • •• •• r.• •• • • • • • • • • • • • • • • • • • • •• • • • • • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer `41 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Keith E. Lorinos, PE 1 Validation Checklist - Hardcopy Received Certificate of Independence FL16132 R1 COI Indep.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqvyf4ngAXh10w6X4oBzkns4ihkCzz27vS1bIKT80JrUmpw%al%3d 1/2 4/5/2016 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/27/2015 04/29/2015 05/06/2015 06/22/2015 FL # Model, Number or Name Description 16132.1 .eries 525 Casement Window Aluminum Casement Window Large and Small Missile Impact Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-75 Installation Instructions FL16132 R1 II Dwci.pdf Verified By: Frank L. Bennardo P.E. PE-0046549 Created by Independent Third Party: Yes Evaluation Reports FL16132 R1 AE Eval.odf Otl,e,. Created by Independent Third Party: Yes Back Next • • • • • • • • •• • • • • • • •• }}� • • • Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-4p7 18yv • • • • • • • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibilit Statement :: Refund Statem•r• • • • • ...Y •• • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to vaiWi`-}ecords relyue ,t of send glgcjranlc mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide thefiemeastinent with an •mail a•dress if tI 'I1•v one. The emails provided may be used for official communication with the licensee. However email addresses are public relbrd. If ydt do iot 'Irish to supply a personal address, please provide the Department with an email address which can be made available to the public. 1btetA-fiine if you art L Iir!r ee undellihtdtet • 455, F.S., please click here . • Product Approval Accepts: • • • • CI CA Itled M :ecu r itvm ire u,y Credit • • • • • • •• • • • • • • • •• https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10w6X4oBzkns4ihkCzz27vS1bKT80JrUmpw%3d%3d 2/2 TM WINDOW & DOOR SERIES 525 ALUMINUM CASEMENT WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM E1300-09 STANDARDS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE, 8. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. GLAZING ILLUSTRATED HEREIN UTILIZES SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY (NOA #14-0423.17) AND DUPONT PVB INTERLAYER BY E.I. DUPONT DE NEMOURS & CO., INC. (NOA# 13-0129.27) 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS 13. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 14. EXCEPJ@S FinSS`Y HEREIN` NO AiD �ITIONAL CERTIFICATIONS 0R AFFIRMATIONS ARE INTENDED. • • •• 15. ALTjRA.TIONS, ADDITIQt�, R O:HE: M4EKI:G5 TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTWICATiDN.. • • • • • • •• ••• .• • • • •• AMERICAN TEST LAB OF SOUTH FLORIDA REPORT NUMBER 1213.01-12 • ••• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • ••• • • • • •a• • • • • • • • • • . • •.• • • • • • • . • • •• • • • • • •• •• • . • •• •• .•• • • • 000 • . FL #16132.1 yFRANK ENNARDE, P.E.\ Q 1 c 15-2372 SOME: NTS PAGE DESCRIPTION: COVER SHEET SURFACE APPLIED FALSE MUNTINS OPTIONAL FRAME HEIGHT 8 1/4" MAX. FOR ANCHORS TYPE "B" 16 1/2" MAX, FOR ANCHORS L.O. FRAME WIDTH TYPICAL ELEVATION D.L.O. WIDTH = WINDOW WIDTH -4 Si" D.L.O. LENGTH = WINDOW LENGTH -4 6" MAX FROM 8 1/4" MAX. FOR ANCHORS TYPE "B" 16 1/2" MAX. FOR ANCHORS TYPE "A", "C" "D" 6" MAX FROM ANY JOINT OR CORNER (TYP.) ANY JOINT OR 11 CORNER (TYP.)\117___.....---r 8 1/4" MAX. FOR ANCHORS TYPE "6" 16 1/2" MAX. FOR ANCHORS n t i ill l[ 1 111 _ II_�IL ,:,aL J- 1; __;L 1fi 1 1 II IIPPY FRAME WIDTH SEE SEPARATE APPROVAL FOR ALUMINUM MULLION CONTIGUOUS WINDOWS ALLOWED IF APPROVED ALUMINUM MULLION I5 USED TYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION D.L.O. WIDTH = WINDOW WIDTH -4'/e" D.L.O. LENGTH = WINDOW LENGTH -4 y" • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FL #16132.1 No 4 549 - VT P� A ;zit I {>,e§_w r= QW U'<• d ZNm9w-�3 W ..wn30m ow_, 1 a 0 5 a_ U CCPYRIGNT ENCINEERNU EXPRESS 15-2372 SCALE: NTS PAGE DESCRIPTION: COVER SHEET OF • • • ••• • • • • •• • • •• • •• • • • • • •• •• • • • •• •• 000 • • • 000 • • FRAME HEIGHT EXISTING HOST METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN. 2x WOOD (OPTIONAL). Y T.M. 1/4 MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. EDGE DIST /4" MAX SHIM1/4" MAX SHIM WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEAL SCREW HEADS WITH SEALANT (TYP.) \1 `EXISTING HOST STRUCTURE TYPICAL SECTION OOD BUCK . NOT BY T.M. VERT SECT ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING DGE D M.114 2BY WOOD BUCK MOM Iu� 1/4" MAX SHIM • ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING TYPICAL PICAL AI V CI I OfISSEE ELEV. ON PAGE 2/8 & ANCHOR '• CHARTS FOR SPACING & QUANTITY TYPE 'A' Fy=155 KSI) THRU 1BY INTO CONCRETE (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) 1-3/4" MIN. EMBED INTO CONCRETE OR GROUT FILLED BLOCK. TYPE'B' 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP#2 G=0.55 MIN) 1-1/2" MIN. PENETRATION INTO WOOD TYPE 'C' - 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 MIN) (Fu=120 KSI, Fy=90 KSI) INTO METAL STRUCTURES (5 PINCHES PASS THE THREAD PLANE MIN.) STEEL: Y8" THK. MIN. (Fy=36 KSI MIN) ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • • • • TWPE•D' - 11/16"iII ULT2 ON BY 'ELCO' (Fu=177 KSI, • • • • • • • • • • • •Fy:15CKSD • • • • IN '*Vi00DeUCKS OR WOOD STRUCTURES # G-=1 5 N]r�ti • • • • • • • 1-1/2" IN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE 1 INTO CONCRETE/GROUT FILLED BLOCK= 2-1/2" MINI • • • •• • IN ;0 WOOD t IRUC, MR.=1' MIN. (I -UK ITYC t51 • �1T0 WOO: SUE = 1" MIN. (FOR TYPE "D") • • • • • INTO MMETl . S 2UCTI f2E _ Y4" MIN. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PP,,�R�tIyyffyy��eeEEN�NARDO, P.E` ���Min�E0od674911111 ENAI' l�i,_ No. 4fi5��4nDg %'/.;;;... "2Y IV ail W C7 o t(O.$w°1 a�ILI Y .'O,o g a FL #16132.1 15-2372 SCALE: NTS ( PAGE DESCRIPTION: COVER SHEET 0 0 ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING BED OF SEALANT METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN. 1/4" MAX SHIM FRAME WIDTH OPTIONAL JAMB CONDITION HORIZ SECT 1BY OR 2BY WOOD BUCK r ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING 1/4" MAX SHIM TYPICAL SECTION 6" = 1'-0" SCHEDULE "A" HORIZ SECT ix OR 2x WOOD BUCK (OPTIONAL) ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING XISTING HOST STRUCTURE FRAME WIDTH EXTERIOR DESIGN LOAD CAPACITY (ASD METHOD) FRAME FRAME GLASS TYPE MI GLASS TYPE M2 GLASS TYPE IG HEIGHT WIDTH (+) P.SF (-) P.S.F. (+) P.S.F (-) P.S.F. (+) P.S.F (-) P.S.F. 261/2" 70 75 70 75 70 75 26" 37" 70 75 70 75 70 75 38' 70 75 70 75 70 75 26 1/2" 70 75 70 75 70 75 37" 70 75 7D 75 70 75 38 3/8' 38" 70 75 70 75 7D 75 26 1/2" 70 75 7D 75 70 75 37" 70.._ 75 70 75.__. 170 75 ( 50 5/8" 38" 70 75 70 75 70 75 281/7' 70 75 70 75 70 75 37" ..— 37" 70 75 70 75 70 75 63" 38" 70 75 70 75 70 75 28 1/7' 70 75 70 75 70 75 _ 3T' 70 75 7D 75 70 75 741/4" 36' 70 75 70 75 70 75 • • • 26 1/2" 70 75 70 75 • • 70 7i 3T'. 70 75 70 75 • 70 7. 78' --..... 38" 70 75 70 75 • 70 070 • • •• • •• SCHEDULE "B" DESIGN LOAD CAPACITY (ASD METHOD) FRAME FRAME HEIGHT! WIDTH GLASS TYPE M1 GLASS TYPE M2 GLASS TYPE IG (+) P.S.F1(-) P.S.F. (+) P.S.F (-) P.S.F.(+) P.S.F (-) P.S.F. I 24" 70 75 70 75 70 75 30 70 75 70 75 70 75 36" 36" 70 75 70 75 70 75 138 70 75 70 75 70 75 ....... 24" 70 75 70 75 70 75 46" 30" 70 75 70 75 70 75 36" 70 75 70 75 70 75 1-3-8" 70 75 70 75 70 75 24" 70 75 70 75 70 75 30" 70 75 70 75 70 75 60' 36" 70 75 70 75 70 75 38" 70 75 70 75 70 75 24" 70 75 70 75 70 75 74" 30" 70 75 70 75 70 75 36" 70 75 70 75 70 75 7" 38" 70 75 70 75 70 75 • 2i - 70 • 75 70 75 70 75 • • 3 • • 70 75 70 75 70 75 • •_3(iii••70 • 75 70 75 70 75 • • • 70 70 75 70 75 • • • •♦ _ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FL #16132.1 111 11 U 5 2 • COPYRIGHT ENGINEERING EXPRESS 15-2372 SCALE/ NTS ) PAGE DESCRIPTION: COVER SHEET OF l • • • ••• • • • • • • • •• • • • • • • • •• •• • • • •• •• 000 • • • ••• • • LTS DUAL ARM OPERATOR PART # DESCRIPTION OP-10603G I LTS DUAL ARM OPERATOR LH 18.834 I FFT HAND SHOWN 0.446 T-- _Aft v ATTACHMENT ANCHORS: FRAME SILL ATTACHED WITH (2) #10x 5/8" PHILLIPS FH, SS, UNDERCUT, SMS. ARM OPERATOR TRACK ATTACHED WITH (3) #8x 3/4" PHILLIPS FH, SS, SMS SCREWS. PIVOT ARM ATTACHED WITH (3) #8x 3/4" PHILLIPS FH, SS, SMS SCREWS. 0.0981 T 2.989 1- 1.094 I 1.094 10.501 IALrow0 <oA>Eo<AM ar, L SHAPE STUD BRACKET PART # DESCRIPTION OP-10226 L SHAPE STUD BRACKET LH OP-10227 L SHAPE STUD BRACKET RH OPS-10226 l SHAPE STUD BRACKET SNAP ON LH OPS-10227 L SHAPE STUD BRACKET SNAP ON RH o ci- r- o ATTACHMENT ANCHORS: INSTALLED AS PER MANUFACTURER SPECIFFICATIONS. 0.750 cV TRACK SET HOLE 21 0.867 i-1.663—^ i 'MAMMAL ZA/AAC APPLIED GASKET AROUND SLOT 14.593" MULTIPOINT LOCKING HANDLE PART # 1 DESCRIPTION PO-2301 ( LTS MULTIPOINT LOCKING HANDLE ATTACHMENT ANCHORS: • LOCK HANDLE ATTACHED WITH (2) #10-24 x X" PH 7;•. PHILLIPS ZINC, B-POINT, MS SCREW. LOCK BAR CK SCREW.ATTACHED ACHED WITH (2) #8x 3'4" FH PHILLIPSA," LOCKPIN STRIKER ATTACHED WITH #10 x X" FH, UNDERCUT PHILLIPS HEAD, B-POINT, SS SCREWS. MAGNUM HINGES 3000 SERIES, OFFSET 4-BAR PROJECTION HINGE ATTACHMENT ANCHORS: 3) #10x 3/8" PHILLIPS PH, 55, SMS ATTACHED TO THE TOP OF THE VENT HEAD AND (5) #10 x )4" PHILLIPS PH, SS, SMS SCREWS •• • • • • • • • • •• • • • • • •• • • • • • _—•--r • •• ATTACHMENT ANCHORS: N FRAME SNUBBER RECEIVER ATTACHED WITH (2) #10x fie' N FI LONG FH, PHILLIPS, UNDERCUT, B-POINT, SMS SCREWS. of • •` •: I • f QNG1 'PHIILLRIPS, UNDERCUT,DRIVERHED B-POINT, WITH5 S SCREWS. 1 1 • • • • • • • • • • • • • • • S.435 • • • • • ••,— • • • • • • • #1549-3 SNUBBER • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • FL #16132.1 FRANK L. BENNARDO, P.E. a 1 15-2372 SCALE: NTS 1 pAae DESCRIPTION: COVER SHEET 090 SAFLEX OR BUTACITE INTERLAYER 6" ANN. Y16" ANN. SETTING BLOCK AT % POINTS m GLASS TYPES .090 SAFLEX OR BUTACITE INTERLAYER A" ANN. A" ANN. 0 SETTING BLOCK AT1/q POINTS m NOTE: GLASS COMPLIES WITH ASTM E1300-09 316" H.S. (6 AIR SPACE W" TEMP. SETTING BLOCK ATY. POINTS MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER REMARKS OTM-358 CASEMENT FRAME SILL/JAMB/HEADER EXTRUSION 6063-76 REFER TO DETAIL 19 OTM-326 CASEMENT WINDOW FRAME 6063-T6 REFER TO DETAIL 19 0 TM-327 1/8" GLASS STOP FOR 9/16' GLASS 6063-T6 0 TM-326 1/8" GLASS STOP FOR 1" INSULATED GLASS 6063-T6 a32001 VINYL BULB - 0.175"0 TPE POLYPROPYLENE FOR 1' INS. GLASS ULTRAFAB © 0020250 SASH CENTER WEATHER STRIP INSULATED GLASS GLAZING BEAD AMESBURY O12298 FRAME WEATHER STRIP 7/16 AND 9/16 GLASS GLAZING BEAD AMESBURY ® 32011 VINYL BULB - 0.270'0 TYPE POLYPROPYLENE FOR 7/16' & 9/16" GLASS ULTRAFAB O- (2) #8 X 1 5MS SCREWS AT EACH FRAME CORNER SAE GR 2 MIN ACRYLIC SCHNEE-MOREHEAD 0 - SEAM SEALER It - SETTING BLOCK 1" LONG AT 1/4 POINTS HIGH DENSITY RUBBER 1g? - OPTIONAL SURFACE APPLIED MUNTINS 6063-76 13 - RAPID STRENGTH RG57700 STRUCTURAL SILICONE ELASTOMETRIC ADHESIVE MOMENTIVE PERFORMANCE MATERIALS - 5/I6" XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL % - PRIMARY SEAL PIB •• • • • • • • • • • • •. I S - SECONDARY SEAL SILICONE • • • • • • • • 19 OP-10603G LTS DUAL ARM OPERATOR LH • • RADISSON INDUSTRIE. • • • • 7 . . . • • REF•R•TO MAIL 1 b • • • • ZO PO-2301 LTS MULTIPOINT LOCKING HANDLE RADISSON INDUSTRIES REFER TO DETAIL 20 21 316 MAGNUM HINGES 3000 SERIES, OFFSET 4-BAR PROJECTION HINGE ADVANTAGE MANUFACTURING CORP. REFER TO DETAIL 21 2@ 1549-3 SNUBBER • .. • ADVANTAGE MANUFACLjURINO•CORP. • • • • FSFEI•TO DETAIL 22 • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • .090 SAFLEX OR BUTACITE INTERLAYER Xs" H.S. FL #16132.1 5 A R COPYRIGHT ENGINEERING EXPRESS 15-2372 SCALE: NTS PAGE DESCRIPTIONI COVER SHEET VI IMF • • • ••• • • • • • • •• • •• • • • •• • • •••• •• • • • • • ••• •• • • • • • • • • • • • • 3.010 EXPOSED SURFACES --1.021 1.625 0 :n O O 32001 Qezd250 SASH FLANGE SASH CENTER O 12298 32011 FRAME SASH FLANGE NOTE: EXTRUSIONS NOT TO SCALE. 0 SASH CORNER KEY (2 PER CORNER) .060 ALUMINUM SHEET EXPOSED EXPOSED SURFACES SURFACES •• ••• • • • • • • • • • • • • • • •• ••• Of • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • ••• .. • • • • • 000 • • • • • 000 • • • • • • • • • • • • • • 00 •• • • • •• •• 0041 • • • ••• • • EXPOSED SURFACES 2.087 A\ FRAME CORNER KEY (1 PER �1/ CORNER) • .060 ALUMINUM SHEET • • 0 MVE00'481 49.,_ DO, P.E, • _ A O. 4R. 49 . Q 0e., F�11•( � $ z FL #16132.1 HLL 15-2372 SCALE: NTS ) PAGE DESCRIPTION: COVER SHEET I SEAL SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIELD BEFORE INSTALLATION OF WINDOW, INSPECT ALLJOINTS TO ENSURE A PROPER SEAL ••••••• • •• • • • • •• ••• •• • • ••• • • • • • • • • • • • •• • ••• • ••• • SEA ••• • • • • ••• . • FRANK L. DENNARDO, P.E.. I go. 16346-7 s. ,c FL #16132.1 V J J �.�/ c LLJ p Q� O Oa> 2 2 L3 a z Nm^ Ey'G Q m �7 .2 " o g.„T '^Na O � wo:D 2 W Q W:E20 : .. .. .. : : : I 2 Y COPYRIGHT FRG NEERNGEXPRESS 15-2372 SCALE: NTS PAGE DESCRIPTION: COVER SHEET 0 0 • • • ••• • • • • • • • • •• • • • •• • • • • •••• •• • • •1 •• ••• ••• • • • • ••• • • Florida Department Busines Professibia Regulation License efficiently. Regulate fairly '1,-OFFICE c ,THE rsE.RETARY BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL4334-R9 Revision 2014 Approved FBC Staff DBPR Diu $lntA . CONTACT DES PR BCIS Site Map 1 Links 1 Search • • • • • • • *Approved by DBPR. Approvals by DBPR shall be reviewed apd ratified by the POC and/or the Commission if IleeeVafy. • • • • • Masonite International 1955 Powis Road West Chicago, IL 60185 (615) 441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing • • • • •• • • • • • • • • • • • •• • • • • • • • •• •• •• •• • • • • • • • • • • •• • • • • • • • •• National Accreditation & Management Institute National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 A • • • • •• • • • • • Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 06/01/2015 06/03/2015 06/06/2015 FL # Model, Number or Name Description 4334.1 Fiberglass Side -hinged Door Units - Impact Rated 6'-8" Opaque I/S and O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. Certification Agency Certificate FL4334 R9 C CAC NI005930.01.PDF Quality Assurance Contract Expiration'pa •. • 02/28/2021 • • • • Installation Instructions • • • • • • • • FL4334 R9 II FLO120.pdf • • Verified By: National Accreditatfon & Management Institute Created by Independent ThircrParty: • • Evaluation Reports •• a,. •• • • FL4334 R9 AE 5048.pdf • • • • • • • Created by Independent TYi4cd?ar4y: Yes • • • • • • • •• •• •• •• • • • 4334.2 Fiberglass Side -hinged Door Units - Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. 8'-0" Opaque I/S and O/S Single Door • • • •• • Certification Agency Certificate FL4334 R9 C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FLO121.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 503B.pdf Created by Independent Third Party: Yes . •• •••o•• • • • • • • • • • •• • • • ••• . • • •• • 4334.3 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaque O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. Certification Agency Certificate FL4334 R9 C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FLO121.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 501B.pdf Created by Independent Third Party: Yes 4334.4 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaque I/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for Certification Agency Certificate FL4334 R9 C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FLO121.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 501B.pdf Created by Independent Third Party: Yes • additional information. 4334.5 Fiberglass Side -hinged Door Units - Impact Rated 6'-8" Opaque 0/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12.-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. Certification Agency Certificate FL4334 R9 C CAC NI005930.01.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FL0120.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 502B.pdf Created by Independent Third Party: Yes . • • • • • • •i 4334.6 Fiberglass Side -hinged Door Units - Impact Rated •• . .... 1 6'-8" Opaque I/S Door w/ gi-A/Q•Sjdelites•. • • • • ..• • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. • Certification Agency Certificate • • • : • • FL4334 R9 C CAC NI005%Q.j14 4DF : ...• • • • • Quality Assurance ContrIctAxpiration Date •• • • • •' 02/28/2021 • : • • . • Installation Instructions • • • • • • • • • • • FL4334 R9 II FL0120.pdt: • • • • Verified By: National Accreditation& Management Instittyto •• Created by Independent Third Party: , • Evaluation Reports • • •• • • • • FL4334 R9 AE 502B.pdf • • • • • • • Created by Independent Third Party: Yes • • 4334.7 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Glazed I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0123-05 for additional information. Certification Agency Certificate FL4334 R9 C CAC NI005930.04.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FL0123.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 501B.pdf Created by Independent Third Party: Yes 4334.8 Fiberglass Side -hinged Door Units - Impact Rated 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60.0/-60.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLo122-05 for additional information. Certification Agency Certificate FL4334 R9 C CAC NI005930.03.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FL0122.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 502B.pdf Created by Independent Third Party: Yes Next • • • •• • • • •• • • •• • •• • Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: sccuritvMErlucsr Credit Card t---44SAFE . . . • .. . ...• . .... . . .... . .. . . . .... . .. . . . . • • • .. .. .. .. • • • • .. • . • • • • • • • • • ... • • • • • ••• • • • ••• •• •• • • •• • •• •• • •• • • • • •• •• • • • •• • • • •••• •• • •• • • •• •• • •• •• • • • • • • • • • • • ••• f • • • • • • HURRICANE BELLEVILLE FlBERGLASMOORt1NIT• • 6.-8" DOUBLE DOOR WITH / WITHOUT SIDELITES • • • GENERAL NOTES • •• • • • • • • • • • • •• • • • •• • • • •• • • • • 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO • • • • • • • • • • s • THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES USTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E64. 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN/MIN (C-1) SMOKE DENSITY ASTM 02843 53.4% TENSILE STRENGTH* ASTM 0638 3.2% DWF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 00 �oo 41NM F Mono_ usir 00 oa 00 DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET / DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHOR LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS SINGLE DOOR UNIT WITH _Sal C1r • • • • 149' 1M4X. OVERALL FRAME WIDTH • • 20.5" MAX 36.375" MAX. D.L.O. PANEL WIDTH 37.5" MAX. ,...._ W/ASTRAGAL FRAME WIDTH g •N d 0 g -. ,-� ,-,. e SINGLE OOOR UNIT WITH S►DFI (IT DOUBLE DOOR UNIT W/SIDELITES • _ 11 - ZING, E DOOR UNIT W/SI(FI RFS - III III II iiii DOUBI E DOOR IINIT W/SM)FI ITFS WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQURED TO BE 15% OF DESK4sI PRESSURE COMM Mlnirli INSWING OUTSWING INSWING OUTSWING OUTSWING* l X ( +70.0 -70.0 +70.0 -70.0 +19.0 -19.0 +70.0 -70.0 +70.0 -707Ln XX 74" +50.5 -50_5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 OX or XO 75" +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 OXO 112.5" +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 .+40.0 -40.0 +55.0 -50.5 OXXO 149" +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 • High Dom Threshold Design KURT BALTHAZOR FLORIDA P.E. /56533 to U) In t N � N N Uw U' a W h z 0 N Oti 000 41 41 .- -�Z°� 03 ILO NI 0 0 0 0 0 LL W O U cos O 2 z 0 Uf, ce DAIc: 2/11/05 SC.AL N.T.S. 0W . BY: SWS Ux. SY: 0RNNIMG NO.: OWG-MA-FLOt20-O5 SIQT 1 or yi SINGLE OOOR UNIT WITH S►DFI (IT DOUBLE DOOR UNIT W/SIDELITES • _ 11 - ZING, E DOOR UNIT W/SI(FI RFS - III III II iiii DOUBI E DOOR IINIT W/SM)FI ITFS WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQURED TO BE 15% OF DESK4sI PRESSURE COMM Mlnirli INSWING OUTSWING INSWING OUTSWING OUTSWING* l X ( +70.0 -70.0 +70.0 -70.0 +19.0 -19.0 +70.0 -70.0 +70.0 -707Ln XX 74" +50.5 -50_5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 OX or XO 75" +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 OXO 112.5" +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 .+40.0 -40.0 +55.0 -50.5 OXXO 149" +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 • High Dom Threshold Design KURT BALTHAZOR FLORIDA P.E. /56533 to U) In t N � N N Uw U' a W h z 0 N Oti 000 41 41 .- -�Z°� 03 ILO NI 0 0 0 0 0 LL W O U cos O 2 z 0 Uf, ce DAIc: 2/11/05 SC.AL N.T.S. 0W . BY: SWS Ux. SY: 0RNNIMG NO.: OWG-MA-FLOt20-O5 SIQT 1 or yi ZING, E DOOR UNIT W/SI(FI RFS - III III II iiii DOUBI E DOOR IINIT W/SM)FI ITFS WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQURED TO BE 15% OF DESK4sI PRESSURE COMM Mlnirli INSWING OUTSWING INSWING OUTSWING OUTSWING* l X ( +70.0 -70.0 +70.0 -70.0 +19.0 -19.0 +70.0 -70.0 +70.0 -707Ln XX 74" +50.5 -50_5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 OX or XO 75" +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 OXO 112.5" +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 .+40.0 -40.0 +55.0 -50.5 OXXO 149" +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 • High Dom Threshold Design KURT BALTHAZOR FLORIDA P.E. /56533 to U) In t N � N N Uw U' a W h z 0 N Oti 000 41 41 .- -�Z°� 03 ILO NI 0 0 0 0 0 LL W O U cos O 2 z 0 Uf, ce DAIc: 2/11/05 SC.AL N.T.S. 0W . BY: SWS Ux. SY: 0RNNIMG NO.: OWG-MA-FLOt20-O5 SIQT 1 or yi DOUBI E DOOR IINIT W/SM)FI ITFS WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQURED TO BE 15% OF DESK4sI PRESSURE COMM Mlnirli INSWING OUTSWING INSWING OUTSWING OUTSWING* l X ( +70.0 -70.0 +70.0 -70.0 +19.0 -19.0 +70.0 -70.0 +70.0 -707Ln XX 74" +50.5 -50_5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 OX or XO 75" +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 OXO 112.5" +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 .+40.0 -40.0 +55.0 -50.5 OXXO 149" +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 • High Dom Threshold Design KURT BALTHAZOR FLORIDA P.E. /56533 to U) In t N � N N Uw U' a W h z 0 N Oti 000 41 41 .- -�Z°� 03 ILO NI 0 0 0 0 0 LL W O U cos O 2 z 0 Uf, ce DAIc: 2/11/05 SC.AL N.T.S. 0W . BY: SWS Ux. SY: 0RNNIMG NO.: OWG-MA-FLOt20-O5 SIQT 1 or yi • High Dom Threshold Design KURT BALTHAZOR FLORIDA P.E. /56533 to U) In t N � N N Uw U' a W h z 0 N Oti 000 41 41 .- -�Z°� 03 ILO NI 0 0 0 0 0 LL W O U cos O 2 z 0 Uf, ce DAIc: 2/11/05 SC.AL N.T.S. 0W . BY: SWS Ux. SY: 0RNNIMG NO.: OWG-MA-FLOt20-O5 SIQT 1 or yi • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • ••• • • • • ••• 3" — SEE DETAIL .C_ DETAIL "D" 1.375" 3" -- r 63"— • •• p ,••_ •• • • . . • — •SEE DEAIL' • 3. • •• -• • • �•�+ • • • • • •• • • • • • — 6" • • — 3" ••• • • 3: I — { 1 1 I 1 6.•• • s• O 6" .6•• • • • • 6" • • • — • — • • •••6. •. • • • ••• 6" ••' 6 • —1 — — — 4 MORE EQUALLY SPACED 6• 1 6• 3" 3" 3" F E DETAIL SE "F. 3" k3. 6" INSWING THRESHOLD #10 x 2" #10 x 5/8" 110 x 5/8" #10 x 2" DETAIL "C" TYP. 0.9621 T� J OUTSWING THRESHOLD #10 x 1" #10 x 1" 1 1.75" 1 047" SEE DETAIL 3 $ 2 8 x 2-1/2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. T HIGH DAM 0/S THRESHOLD 1 of ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD do INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL. 0.124' ANNEALED 0.090' WWI MG 0.124' ANNEALED ALUMINUM OR BUTYL SPACER 00V1 $32 • ' ^"• r 00W R32 0R EOM. +t.��+{y EQUAL EOL EXTERIOR �; `ii MEIB TYPICAL GLAZING DETAIL IMPACT RATED GLASS DECORATIVE INSERT (OPTIONAL) .0124• TEMP. /6 X 1-1/2" PHS lig 33333 Uf U)U1N 3ct Nm U 2 O CD Imp N 6 ti U 2 0 : 2/ 1/05 SCALE: N.T.S. DWG. BY: SWS OM. RY: DRAWING NO.: DWG-ALMA-F10120-05 sNEET Z or • • ••• • • • ••• •• •• •• •• • •• •• • • • • • • •• •• •• • • • •• • • • ••• • • •• • • •• •• • • . • • • • • • • • • • • •.• i SEE DETAIL "C_SHT. 2 Menem I)NAY C6EigortN0..Nso° Ma O SRC SiztJrr- .• .�• Q•'• •• • • • • • SEEWOETAIL • • •• . "E• SRT. 2• . • • • ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB. HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". ..• • • • • • • • • • • 1.25' MIN W a SEE DETAIL ' D SHT. 2 K 2 • 3"� 63 r N 0 25' MAX SHIM TYPICAL MASONRY ANCHOR INSTALLATION — 6" 3' 3 I II..._ �1_ s' 6" O © I, r O 4 MORE EQUALLY SPACED _ 6. n g• - 6" — 3" - 6" 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. • 1.50 MIN 1>< CL --I I-- HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. � . SHIM 110X2" WOOD SCREW 6 FROM EtCH END AND 2 OC AC : CTLATEX ULLK 1"X1/2' CORRUGATED 3' FROM H END AND 7 OC /�R r LAUYX CL (2WODD0 SCREWS" EACH END • • 1 COMBINATION COMBINATION COMPOSITE ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL 4 ' TYPICAL WOOD BUCK 0. a 33 N N N N N 0 a ID N z 0 oho V5 boo 0 CO 0 0 _ Q N W W co x 0 z z DATE: 2/ 1/05 SCALE. N.T.S. DWG. sws CHK. •Y: DRAWING a0.: DWG—MA—Ro120-05 SHEET ,7 or 6/7/2017 Florida Building Code Online FLDPIOA OQOARTMBNT OF Business rofessional Regulation OFFICE OF.THE ISECRETARY� BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications Product Approval USER: Public User Product Approval Menu > product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL20352 New 2014 Approved Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Windows Single Hung FBC Staff I BCIS Site Map • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • Links 1 Search • • • • • • • • • • • • • • •• • • • • • •• • • • • • •• •• • • • • • • • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Javad Ahmad PE-70592 Keystone Certifications, Inc. 08/27/2025 Ammad Riaz, P.E. Validation Checklist - Hardcopy Received FL20352 RO COI SS - Series MG-200 SH (LMI-SMI)-CI 2014.odf Standard TAS 201 TAS 202 TAS 203 Yea r 1994 1994 1994 � • • • • • • • • •• • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5CNRDbHMHno2Y%2bWbAWkU2Tru%2fexRpH1H1CA%3d%3d 1/2 6/7/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/19/2016 04/19/2016 04/24/2016 06/08/2016 FL # Model, Number or Name Description 20352.1 Series MG-200 Aluminum Single Hung Window Large missile impact resistant aluminum single hung window. Limits of Use vs. load Installation Instructions FL20352 RO II SS - Series MG-200 SH Window (LMI) - DWG Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-140 W16-20.Ddf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL20352 RO AE SS - Series MG-200 Alum:41-1,410w (LMI) Other: See attached drawing W16-20 for span combination and installation details. -PAE 2016.odf • • •••r ••• Created by Independent Third•Partij: Yes .. • • 20352.2 Series MG-200 Aluminum Single Hung Window Small missile impact resist@ritAtninum single.hung window. • •••• ••• •• • of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-140 Other: See attached drawing W16-21 for span vs. load combination and installation details. • • •Limits Installation Instructions • • • •• • • •• • • FL20352 RO II SS - Seriei MG-200 SH Window (SMI) - Dit174 • • • • • W16-21.Ddf • . • • • • Verified By: Javad Ahmad 41< #•)0592 • • • • • • • • Created by Independent TI•i•d.Dartiy: Yes • • Evaluation Reports • • •• . FL20352 RO AE SS - Series MG-200 AlunaGYd/liindow (SW' -PAE 2016.pdf '• • • • MO Created by Independent Thi•dr Party: Yes • • • • • •• Back CBI Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe secitritymE-ntics' •• • • • •• • • •• •• • •• • •• • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5CNRDbHMHno2Y%2bWbAWkU2Tru%2fexRpH1HfjCA%3d%3d 2/2 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES MG-200 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIOE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. LABEUNG TO COMPLY WITH SECTION 1710.8.2. 6" MAX. HEAD/SILL CORNERS SILL ANCHORS NOT REOUIRED FOR LOADS UPTO 80 PSF 53 1 /8" WINDOW WIDTH 46 3/4" D.L.O. (FIX. LITE) 20 1/2" MAX. HEAD BillINNINII i• /g ks.s4� I I II I I luJ 1 : it D.LO. (VENT) 49 3/4" VENT WIDTH TYPICAL ELEVATION TESTED UNIT •• • • • • • • • • •• • _• L • • FALSE MUNTINS (SURFACE APPLIED) MAY BE USED m •-Soo PFMACT !IGALIAIWN•DOCARNI•(P.E.D.) PREPARED BY TNIS ENGINEER • • •S GIINERA AN• Dols N•T• Y10E *FORMATION FOR A SITE SPECIFIC • *ROJ•CT: R. AIDEREEHE BRIE *NDIT10NS&EVIATE FROM THE P.E.D. • • • 1-tONTR/'1LR TO RE RESPONSSLE OD, THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON 'NM PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONOIT:ONS DETAILED ON THIS DOCUMENT. • • • • C- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTER. BY AN/ OWNS. • • • • • • D- SITESPEL•FIC PROJCTS SHALP E IPREPAR•D BY A FLORIDA REGISTERED • • • ENG4RER 0R ARCH•ECT MRCH WILL BEOME TIE ENGINEER OF RECORD (E.O.R.) BROR T4E PROECT AND • 4014LL•BE RE•PONSIBLE FOR THE PROPER • • • USE•OF THE •.E.O• ENGINEER 04• REC01)•ACTING AS A DELEGATED • • • • ENG•E•i•0 THE4-.E.D. ENGINEE j SHALL SofMIT TO TNIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, E- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINN. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED If • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ADDL. ANCHOR AS REOD. SEE CHART FOR CAPACITY FL #20352.1 �111111�1p 1�1/f//% � No. 70592 Pa1P/i n 1R_1R'P(11II I11( - z CF ‘^" Q 5 y • Cf 0 0 t= Odi4 s CC 0 o gan 01, CYRGaVo 8 0.4a2 i CCF2Y1 J(5•f R 2P15 ,- Q W • F 0 6 O v el S E 4 drawing no. W16-20 (sheet 1 of 8 3/16' HEAT STREN'D. CLASS .090" Interlayer SentryGlaa By 'Kuroroy Americo, Inc.' 3/16' HEAT STREW°. GLASS SILICONE [DOW 795 AT 1/4 POINTS ON LITES WIDER THAN 36' ONLY GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS 1/8" TEMP. GLASS 1/4" AIR SPACE 7 3/16' HEAT STREN'D. GLASS .090" Interloyer SentryGlae By Kuroray America, Inc.' 3/16' HEAT STREN'D. GLASS SILICONE DOW 795 AT 1/4 POINTS AU. SIZES GLASS TYPE 'AI' 7/8' OVERALL INSUL. LAM. CLASS GLAZING OPTIONS 1/8" HEAT STREN'O. GLASS .090" Interloyer Butacite PVB By 'Kuroray America, tnc? 1/8" HEAT STREW°. GLASS SILICONE DOW 795 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'B' 5/16' OVERALL LAM. CLASS 1/8' TEMP. GLASS 7 1/4' AIR SPACE 1/8" HEAT STREN'0. GLASS .090" Interloyer Butocite PVB By 'Kuroroy Americo, Inc.' 1/8" HEAT STREN'D. GLASS lLLLLLLL�1L�rl a SILICONE DOW 795 AT 1/4 POINTS ALL SIZES GLASS TYPE 'B1' 11/16' OVERALL INSUL. LAM. CLASS •• ••• • • • • • •• • • • • • J/4" AIR SPACE CONSISTING 01: • • • SPA1711. •• ••• •• • • • •• 'HEUMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF ZHE•C4SS. • • • • • • • • PERIMETER SEALANT. • • • • • • • • SILICONE • • • • • • • DOW CORNING 791 • • • • • • • • • GE 2000 • •• • • • • • • • • ••• •• ••• • • • OR 'OURASEAL' EDGE SEAL SYSTEM BY 'OUANEX' ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • SealesL4_18-16 /�t{1111r IIJy. • ••' FL #20352.1 SSa \rnNk nlyt,� • 0 a 0 U droning no. W16-20 `sheet 2 of 8 . EQUAL LITES WINDOWS WIDTH UNEQUAL LITES' WINDOWS UNEQUAL LITES WINDOWS 1 '`----------' g i1 I 1O DESIGN LOAD CAPACITY - PSF 1 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY -PSF FLANGE DIMS. GLASS TYPES 'A' & 'AI' GLASS TYPES 'B' & '81' FLANGE DIMS. CLASS TYPES 'A' & 'A1' FLANGE DIMS. CLASS TYPES 'B' & '81' AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (CA.N. 3538) TEL (305)2848100 FAX. (305) 2624978 COMP-ANL\W1 WIDTH HEIGHT EXT.(*) 1 INT.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(*) 1NT.(-) WIDTH 1 HEIGHT EXT.(*) INT.(-) 119-1/81 80.0 . 140.0 80.41--_ /, 19-1/8" 80.0 j__.140.O 19-1/8' 80.0 80.0 26-1/2' 80.0 140.0 -180`0--_1. 80.0 80.0 i2. 26-1/2' 80.0 140.0 26-1/2' 80.0 80.0 30' 138-3/81 80.0 140.0 80.0 80.0 ./' 37' 80.0 140.0 30' 80.0 80.0 37' (4) 80.0 140.0 80.0 80.0 ., 40' .____... 80.0 140.0 32" _ 80.0 80.0 48' 80.0 140.0 80.0 80.0 43' 63• 80.0 140.0 36' S0-5/8 80.0 80.0 53-1/8" 90.0 140.0 80.0 80.0 i 48' (7) 80.0 140.0 37" (6) 80.0 80.0 19-1/8' 80.0 140.0 80.0 80.0 = 50' 80.0 140.0 46" 80.0 80.0 28-1/2' 80.0 140.0 80.0 80.0 52' 80.0 140.0 48' 80.0 80.0 30' 50-5/8' 80.0 140.0 80.0 80.0 53-1/8' 80.0 140.0 53-1/8' 80.0 80.0 37' (6) 80.0 140.0 80.0 80.0 >2 19-1/8' 80.0 140.0 19-1/8' 80.0 80.0 48' 80.0 140.0 80.0 80.0 • 26-1/2' 60.0 140.0 26-1/2' 80.0 80.0 SJ-I/O' 80.0 140.0 80.0 80.0 cad II 37' 80.0 140.0 30" 80.0 80.0 19-1/8' 80.0 140.0 80.0 80.0 UUU 40" 74-1/4' 80.0 140.0 32" 63 80,0 80.o w 26-1/2' 80_0(6) 80.0 !__..-_-....._.__-_._-___.. IJ" (8) 80.0 ! 140.0 36" _.__.......___.._._.- _6 80.0 80.0 -, 30" ..._�Q.._1_140_0 80.0 140.0 80.0 I 80.0 - __.. __- -- - _ 80.0 1 140.0 37' 80.0 80.0 N rc tMG-20 AALUM SINGLE HUNG WINDOW (L.M.I.)] LIR. GLASS DOORS & WINDOWS INC. 8120 N.W. 84 STREET MEDLEY, FL. 33166 TEL (305) 470-8284 FAX. (305) 470-8285 37' 63' (6) 80.0 140.0 80.0 80.0 48' 50' 80.0 140.0 ai f 48" 809 840 O = V 48' 80.0 140.0 80.0 80.0 EQUAL LITES 52' 80.0 140.0 -1 19-1/8" ao.o eo.o i 53-1/8" 80.0 140.0 80.0 80.0 19-1/e 80.0 140.0 ES 26-1/2' 80.0 ao.o , - 19-1/6' 80.0 140.0 80.0 80.0 26-1/2' 80.0 140.0 4THESIS INDICATE NO. OF ANCHORS PI 30' 74-1/4' 80.0 80.0 NO. IN PARENTHESIS INDICATE NO. 0 AC(TIES ON THIS SHEET ARE ASTM E1300-09 (3 SEC. GUSTS; /A BUILDING COMMISSION iY STATEMENT DCA05- DEC -219 26-1/2' 80.0 140.0 80.0 80.0 37' 80.0 140.0 32' (8) 80.0 80.0 30' 74-1/4' 80.0 140.0 80.0 ' 80.0 40' 76 80.0 140.0 36" 80.0 80.0 37' (8) 80.0 140.0 80.0 80.0 43' (8) 80.0 140.0 37" 80.0 80.0 48' 80.0 140.0 80.0 80.0 48' 60.0 140.0 19-1/8" 80.0 80.0 53-1/8' 80.0 129.6 80.0 80.0 50' 80.0 140.0 26-1/2" 80.0 80.0 19-1/8' 80.0 140.0 80.0 80.0 19-1/5' 80.0 140.0 30" 76 80.0 80.0 26-1/2' 80.0 140.0 80.0 1 80.0 26-1/2' 80.0 140.0 32' (8) 80.0 80.0 30' 76' 80.0 140.0 80.0 80.0 37' 88) 80.0 140.0 36' 80.0 80.0 37' (8) 80.0 140.0 80.0 4 80.0 40' 80.0 1 140.0 19-1/8" 80.0 80.0 48' 80.0 140.0 80.0 80.0 �' 43' 80.0 140.0 26-1/2' 84' 80.0 80.0 53-1/8' 80.0 128.5 80.0 80.0 1w.w 19-1/8' 80.0 140.0 30' (8) 80.0 80.0 c._...-----------' 19-I/8" 80.0 140.0 - - a m 26-1/2' 90' 90.0 - 140.0____ 32' 80.0 80.0 0 • 51 d! 26-1/2• 80.0 140.0 - - 0O 37• (8) 80.0 140.0 14, Ei Z"O 30' 84' 80.0 140.0 - - 40' 80.0 140.0 if MOTH -1 U 0 O Oc 50.0 140.0 - - a 19-1/8" 50.0 140.0 N OW 3 37' 48" (8) 80.0 140.0 - - LL 26-1/2' _ 99 80.0 140.0 z 1 W O 5 Q alZ 53-1/8" 80.0 124.7 - . }7 O eo.o 140.0z z 0m a o 19-1/8" 80.0 140.0 - - z 1, 26-1/2' 80.0 I 140.0 - - W WIDTH a �`xl i% 30' 90' 80.0 140.0 - - U _ Z i 37' (8) 80.0 140.0 - - i _.. _ HEIGHT a 18' 80.0 140.0 - - N o a - w • • • • �ft • 19-1/8' 80.0 80.0 123.1 140.0 - - - \_ _ u �+ ,•53-1/8" • !/ •• • •• • • •• •• • •• • • • • \ 26-1/2' 80.0 140.0 - - ve - 2' • • • • • • 'I • � r-�! r _ t I e - i' o ,; u i 30' 96' 80.0 1 140.0 - - . • • • • • • • � �__.---._.______.___.-.; SealecL418-16 ' 37' (8) 80.0 140.0 - - z >_>-__..,-_ _ ow i l 110-i 7 , 4a" ao.o uo.o d UNEQUAL LITES (ORIEL TYPE) ?'�' , 53-I/8' 80.0 122.4 - - z /:\'. JOENsf• \ 53-1/8" 74-1/4' 80.0 140.0 - - ee • •• • • • •• •• • •• • • •• •• • • Ab • I- .70592 - _ 53-1/8' 76' 80.0 140.0 - - F g - - ; • • • • �_• YS * _ 53-1/8' Bt' 80.0 140.0 - -� _ • •• _} • • • • • • • • • • 1 �` '-�_ `/ - drawing no. W16-20 5J-1/8" 90" a0.0 1t0.0 - - = a'� UNEQUAL LITES ORIEL ITIPI ( ) • • • • • sT � ��� '• ; 53-1/8' 96' 80.0 140.0 - - s` Vie,.-,�7/,„. FL #20352.1 s�r:\ / sheet L 3 of 8 j • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • 1BY WOOD BUCK • TYPICAL ANCHORS - 1\ SEE S FOR SPACING . EDGE DIST. f EDGE N. DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1l� TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: OPTIONAL TO W1 = 1-1/2" X 5/16" WEEPHOLES AT 5-1/2" FROM EACH END SPRING LATCH ' TYPICAL ANCHORS RE00. FOR LOADS - ABOVE BO PSF ONLY SEE ELEV. FOR SPACING 1BY WOOD BUCK •• • • • • • • • • • • • 8.i• • METAL /STRUCTURE Fr 1, F.B.C. APPROVED MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL EDGE DIST. 1 \ I I TYPICAL ANCHORS SEE ELEV. FOR SPACING ;WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ;AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 78Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) 1i14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO F.Q.C. APPROVED MULLIONS ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGF RISTANCf INTO CONCRETE AND MASONRY - 2-1/2" MIN. IN It) WOOD I KUL.IURL = 1 MIN. INTO METAL STRUCTURE = 3/4" MIN. W000 AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS Pe = 3000 PSI MIN. • • F-IOLIMILLED BLOCK AT JAMBS Ym = 2000 P51 MIN. • • • • • • •• • • • •• • • • • • •.• • • • • • • • • • • • • • • • • • • TYPICAL (iirs REM). F LOADS • • • • • • • ABOVE 80 PSF ONLY SEE ELEV. FOR SPACING • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • Sealed 4-18-16 I- FL #20352.1 -��iltltl\i 3 a. 0. 1 0 1 drawing no. W16-20J sheet 4 of 8) 1/4" MAX. SHIM 0 1/4" MAX. cwluc I� / EXTERIOR D.L. OPG. WINDOW WIDTH 1B" WOOD BUCKS / TYPICAL ANCHORS SEE ELEV. FOR SPACING F.B.C. APPROVED MULLION SEE SEPARATE APPROVAL �, WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS ° e 1 1/4 18Y WOOD BUCKS 1/4" MAX. • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING •• ••• • • • • • •• •• ••• •• • • • •• • ••• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• ••• • ••• • • • SHIM L. °— METAL STRUCTURE FL #20352.1 TYPICAL ANCHORS SEE ELEV. FOR SPACING Sealed 4-18-16 \`N 111 Ul 7—r/ No.70592 sk � ®P�da�. M SINGLE HUNG WINDOW (L.M.I 8 7 .I 1 1 drawing no.1 W16-20� (sheet 5 of 8) ••• • • • • ••• • • • • • • • . • • • • • ••• • • • • • • • • • • • • • • •. •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACNG TYPICAL ANCHORS SEE ELEV. FOR SPACING C© ALT. EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL [STRUCTURE F.B.C. APPROVED MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL EDGE DIST. /I) cyplYN TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING iD ALT. •• •••• •',• • • •• • • • • •• • • • • • •• ••• •• • • • •• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER • ••• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• ••• • ••• • • • 000 • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 4100 • • Sealed 4-18-16 “11 is j`.• �ycENslc' .�'® �' \ ST FL #20352.NAs.EV Ho. 70592 z'T r—, to 3 z 8 z 0 R 41w w- CC O N o n 0co M 0 Y Z 6 8 CS O J d' co w J 0 u c n of k � a 1. drawing no. W16-20J sheet 6 of 8i 1.676 2.848 F.090 ' f 4... .876 --1.189 2.910 FRAME HEAD 874 U-d i`4 FIX. MEETING RAIL r-1.502----i FRAME JAMB VENT TOP RAIL -M.715 F_ (7) VENT SIDE RAIL I3) SPRING LOADED LATCH n VENT BOTTOM RAIL 2.786 .500 + 672 .062 10 FLUSH FRAME AOAPTER 3.072 1.232 .062 TYP. 1.000 1_ .090J 3.353 .500 2.848 `J FRAME SILL 1 -j.58J .781—I50 .865 `L—F.-1.096 V GLAZING BEADS -.134 ITEM / PART ! REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 MG201 1 FRAME HEAD 6063-76 - 2 MG202 1 FRAME SILL 6063-76 - 3 MG203 2 FRAME JAMB 6063-T6 - 4 MG204 1 1TXEO MTG. RAIL 6063-T6 - 5 MC205 1 VENT TOP RAIL 6063-T6 - 6 MG206 1 VENT BOTTOM RAIL 6063-T6 - 7 MG207 2 VENT SIDE RAIL 6063-T6 - 8 MG208 AS ROD. GLAZING BEAD (5/16" GLASS) 6063-T6 - 8A MG209 AS ROD. GLAZING BEAD (7/16- GLASS) 6063-T6 - 88 MC210 AS ROD. 2/VENT GLAZING BEAD (INSUL. LAM. GLASS) SASH STOP 6063-T6 6063-76 - - 9 - 10 MG212 AS RE00. FLUSH FRAME ADAPTER 6063-76 - I1 - - - 12 SL203P 2/ VENT SWEEP LATCH ZAMAK SULLNAN & ASSOC. 11A #8 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL OH SMS 13 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH 13A - 2/ LATCH LATCH SPRING ST. STEEL - 14 ]10 X 1' AS RE00. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 16 E202 AS RE00. GLAZING BEAD BULB NEOPRENE ULTRAFAB 18 W73231NK0008 AS RE00. SIDE RAIL FIN SEAL WSTRIPPING - ULTRAFAB 19A MG221 2/ VENT VENT BOTTOM GUIDE CELCON M&M PLASTICS 198 MG222 2/ VENT VENT TOP GUIDE CELCON M&M PLASTICS 19.1 #6 X 5/8' 1/ GUIDE SASH GUIDE INST. SCREW CRS FH SMS TYPE 8 20 SL-14A-044 2/VENT ULTRALIFT SPIRAL BALANCE - CALDWELL 20A #10 X 1-1/4"1/ BALANCE BALANCE INST. SCREW - OH SMS TYPE B 22 - 1 5/16" BOX SCREEN - OPTIONAL 23 - 2/ UTE SETTING BLOCK AT 1/4 POINTS EPDM OUROMETER 80±5 SHORE A 24 - 2 HI -FLOW WEEPER - PREFERRED ENGINEERING PRODUCTS •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• Sealed4-18-16 • ••• • ••e • ••• • • • • • • • • /`` .J.. 9f1t0" ` • • • • • • • 1.:, T,r • • • • • •• • • • _ • •• • . • • • •• ••• • •••• • • •�' FL #20352.1 �'�,,foPdRni i i ,j •y"• • • • • • • ♦ • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • <1 a 0 0 0 v t. 1 v. >:I o; 0 drawing no.1 W16-201 (heet 7 of 8j L:7 VENT TOP CORNER VENT BOTTOM CORNER FRAME TOP CORNER •• ••• • • • • • •• • • • • • • • • • j •• ••• •• • • • •• 101, ' • ••• • ••• • ••• Q • • • • • • • • • • • • • • • • • �4 • • • • • • • • • • , • • • • • • • • • • ••• • • • FRAME BOTTOM CORNER •••• • • • ••• • • •• • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Sealed 4-18-16 �: 'y�)••'uCENSg FL #20352.1 %S;oNALA.% J z Jx drawing no. W16-20, ,sheet 8_ of 8J 9/7/2016 Florida Building Code Online FLOStiOA OlIPARTMB OF Business rofessiona Regulation iOFFICE O ,THE WSECRETARY.I BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff BCIS Site Map I Links I Search Product Approval USER: Public User product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL20359 New 2014 Approved Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Windows Horizontal Slider • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • • •• •• •• •• • • • • • • • • • • • • • • •• • • • • • • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Javad Ahmad PE-70592 Keystone Certifications, Inc. 08/27/2025 Ammad Riaz, P.E. Validation Checklist - Hardcopy Received FL20359 RO COI SS - Series MG-300 HS (LMI-SMI)-CI 2014.odf Standard TAS 201 TAS 202 TAS 203 Yea r 1994 1994 1994 •• • • • • • • • •• • • https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqua%2fIMZ8n5CNatyGogDkVRBgANRmkuzrcTJ19ggQJhclwo/3d%3d 1/2 9/7/2016 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/19/2016 04/19/2016 04/24/2016 06/08/2016 FL # Model, Number or Name Description 20359.1 Series MG-300 Aluminum Horizontal Sliding Window Large missile impact resistant aluminum horizontal sliding window. Limits of Use Installation Instructions FL20359 RO II SS - Series MG-300 HS (LMII DWG W16- Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90/-140 26.Ddf • • Verified By: Javad Ahmad•PE # 70592 • • • •. Created by Independent TiRjci Parry: Yes • • • • Evaluation Reports • • FL20359 RO AE SS - Serie?',IVA0 HS (LIA1)•--QAE 2016W' Other: See attached drawing W16-26 for span vs. load combination and installation details. Created by Independent Triad party: Yes • • ••• 20359.2 Series MG-300 Aluminum Horizontal Sliding Window Small missile impact resist'aat alyrfiinum Irpr zgrel sliding•• window. • • • ••• Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90/-140 Other: See attached drawing W16-28 for span vs. load combination and installation details. Installation Instructions.. • • • • • • • • • •• • • • FL20359 RO II SS - Serieim7vQ HS (SMII ]DWG W16- • 28.odf • • • Verified By: Javad AhmadVE # 7i 592 • • • • •' Created by Independent Third Party: Yes • • Evaluation Reports • • • • • • • • • • • •' FL20359 RO AE SS - Series MG-300 HS (SMI)•-PIE 2016,odf Created by Independent Third Party: Yes • Back INext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe -securifvNI c t CS •• .• • •. •• • •• • • •• • •• • https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqua%2t1MZ8n5CNatyGogDkVRBgANRmkuzrcTJl9ggQJhclw%3d%3d 2/2 (2) ADDL. ANCHORS SEE CHART ON SHEET 4 74" 6" MAX. HEAD/SILL CORNERS VENT HEIGHT WINDOW WIDTH (4) ANCHORS 1YP. AT MTG. STILE ENDS AT 4" 0.C. II \ 7 T S 0 I It II II it II 1 II FALSE MUNTINS .-(SURFACE APPLIED) / MAY BE USED (-Cs, 6' MAX. HEAD/SILL CORNERS i 32 3/8" D.L. OPC. 37 3/16" VENT WIDTH I 32 3/8" D. L. OPG. 89 3/4' 6) WINDOW WIDTH (4) ANCHORS AT MTG. STILE ENDS AT 4" 0.C. I I G_- 'I �' II I 11 32 3/8' D.L. OPC. 37 3/16- VENT WIDTH 48 1/8" 0. L. OPG. 7j 96' 6" MAX. (2) ADDL. ANCHORS SEE CHART ON SHEET 4 HEAD/SILL CORNERS WINDOW WIDTH (4 ANCHORS AT MTG. STILE ENDS /SAT 4" G.C. n WINDOW HEIGHT \2J ;I I 'i •/ II FALSE MUNTINS r(SURFACE APPLIED) MAY BE USED 43 3/8" D.L. OPG. 48 3/16" VENT WIDTH TYPICAL ELEVATIONS TESTED UNITS 43 3/8' D. L. OPG. ;THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 4 & 5. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). A- MI5 PRODUCT EVALUATION DOCUMENT (P.E.D) PREPARED 8Y 1M15 ENGINEER IS GENERIC AND DOES NOT PROWDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.R. WHERE THE SITE C0RD1110NS DEVIATE FROM THE P.E.D. B -CONTRACTOR TO 8E RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON TH15 PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. C-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. —SITE SPECIFC PROJECTS SHALL BE PREPARED BY A FLORIOA REGISTERED ENGINEER OR NKHRECT WHICH WILL BECOME ME ENGINEER OF RECORD (E0.R) ; FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER 5RW1 SUBMIT TO THIS UTTER THE ME •• SPECIFIC DRAWINGS FOR REV•CW. SEAL AND WOOD BUCKS BY OTHERS, MUST BE ANCHORE0•PROP�RLINTO•TR 14SFjR •E ••i6 P•OFESIONAL ENGINEER OF RECORD HATHE DMT AND ORIGITPREPARED IT.sIGNAtuRE OF LOADS TO THE STRUCTURE. •.••,,'''''''' • •�• ••a'� ''•••�� r•—• • ANCHORS SHALL BE AS LISTED, SPACED AS SHLRW6 ON•OTAlla 11CIyJ = • EMBEDMENT TO BASE MATERIAL SHALL BE BEY43a WA+E E I� OfFtt CC • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALLI` ANINON-COIjPRFiSIBLE. • • • • MATERIALS INCLUDING BUT NOT LIMITED TO S$TEEL/ AL R,E4S,. •TH • • • COME INTO CONTACT WITH OTHER DISSIMI f ' MATER SRALI• NTEET iE • • REQUIREMENTS OF THE 2014 FLORIDA BUI� CO • • • • • MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1710.8.2. • • • • • • • • • • • • • • • • •• •• • FL #20359 ``11R11iur` I914y ii�: • • • • / - No.70592 • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • •• • tr �•r D", f9` . 3-1£' Lj1IA9"7.Y 0 IV N; lb 3i I ' O U 111 7/8 6" MAX WINDOW WIDTH (4) ANCHORS -' AT MTG. STILE ENDS FALSE /--(BURP MAYe HEAD/SILL CORNERS (A' / AT 4" O.C. 6 , ----, _ ----, I'I I l l` '1 I I'. I WINDOW HEIGHT 58 13/16" VENT HEIGHT 55 13/16" _ — II ': ,I I : ' i 1 1 I I 32 3/8" I/ \I 32 3/8" 32 3/8" D.L. OPG. 37 3/16" D.L. OPG. 37 3/16" )o D.L. OPG. VENT WIDTH 127 5/8" MUNTINS ACE APPLIED) E USED 6" MAX. WINDOW WIDTH (4) ANCHORS AT MTG. STILE ENDS FALSE (SURF/ MAY 0 HEAD/SILL CORNERS -{ J q6/ I I �AT 4" O.C. _ -` _--- I I 1 I , I tl I. Oi F. 1O 3 10 Z 10 Y r2 p --• j u II I: 11 ., /� '� : `m B (� it \✓ u ==.ter.= --=r-.-_- u u i n n 32 3/8" - 48 1/8" - 32 3/8" D.L. OPG. 37 3/16" D.L. OPG. D.L. OPG. j 37 3/16" in VENT WIDTH UUNTINS CE APPLIED) USED • •• ••• • • • • • •• • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • ••• • ••• • TYPICAL ELEVATIONS TESTED UNITS • • • ••. • • • • • • • • • • • •• SealedA-18-16 '4‘‘?-0 �` i.' JGiNSp •'• • - No.7061 it • _ Q 6,�}� �� s d+�'••°'ate, FL #20359 ,<<;,; aAL r2, J V 3 0 x 0 0 a drawing no. W16-26 (sheet 2 of ••• • • • • • • • • • • •• •• • • • • ••• ••• ••• • • • • • • • • • • • • • •• •• ••• • • \-1/8" HEAT STREN'D. GLASS .090" Interlayer \ Butocite PVB By 'Kuraroy Americo, Inc.' 1/8' HEAT STREN'O. GLASS SILICONE DOW 795 / AT 1/4 POINTS ON UTES WIDER THAN 36 ONLY GLASS TYPE 'A' 5/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D. CUSS 090" Interlayer ,Butocite PVB 1 By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE r oow 795 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 11/16' OVERALL INSUL. LAM. CLASS \3/16'.HEAT STREN'D. GLASS 090" Interloyer. Butocite PVB �By 'Kuraray America, Inc.' \ r-3/16' HEAT STREN'D. GLASS SILICONE DOW 795 AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE '!l' 7/16" OVERALL LAM. GLASS \--1/8' TEMP. CLASS \\ \--1/4" AIR SPACE 3/16' HEAT STREN'D. GLASS z .090" Interlayer 8utacite PVB By 'Kuraray Americo, InC.' 3/16' HEAT STREW°. GLASS SILICONE DOW 795 AT 1/4 POINTS ALL SIZES GLASS TYPE 'lit' 7/8" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS 1/4" AIR SPACE CONSISTING OF. 'DURASEAL' ENE SEAL SYSTEM BY 'QUANEX' 3/16" HEAT STREN'D. GLASS .090' Interlayer SentryGlos By 'Kuraray Americo, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE 'MOW 795 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'C' 7/16" OVERALL LAM. GLASS \ 1/8" TEMP. GLASS \ ,-1/4" AIR SPACE �3/16' HEAT STREN'D. GLASS 090' Interlayer \ \ ` r 1 SentryClas By Kuroroy Americo, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW 795 29 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Cl' 7/8' OVERALL INSUL. LAM. CLASS •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• ••• • ••• • • • FL #20359 Sealed 4-18-16 //111111 Il,9l�%i� f, Illtlill% 17: 1I1 13% O U 0 0 Y 0 u 0 0 0 —1r— drowing no. W16-26 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • sheet 3 of 10 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. CLASS TYPES 'A' & 'Al' GLASS TYPES B' & 'Bl' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) ANT.(-) EXT.(+) INT.(-) ExT.(+) INT.(-) 26-1/2' 37" 53-1/8' 63" 74" 84' 96' 26' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 26-1/2' 37' 53-1/8' 63' 74' 84" 96' 138-3/8'I 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 a0.0 90.0 140.0 80.0 80.0 90.0 140.0 26-1/2' n 53-1/8" 63' 74' 84' 96' I50-5/8'I 80.0 80.0 80.0 80.0 90.0 140.0 180.0 80.0 1 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 140.0 140.0 80.0 80.0 80.0 80.0 90.0 138.7 80.0 80.0 90.0 121.4 26-1/2" 37' 53-1/8" 63' 74' 84' 98' 63" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 90.0 140.0 140.0 126.5 111.5 90.0 97.5 26-1/2' 37' 53-1/8" 63' 74' 74" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 84' 96" 50-5/8- 90.0 140.0 90.0 140.0 74" 84' 96' 63" 90.0 140.0 90.0 132.7 90.0 125.0 iG DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. GLASS TYPES A' & 'Al' GLASS TYPES '8' & 'DI' CUSS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) ExT.(+) INT.(-) EXT.(+) INT.(-) 24' 36' 48" 60" 72" 84' 96" 24" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 24" 36" 48' 60" 72" 84" 96" 36" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 140.0 90.0 90.0 140.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 24' 36' 48' 60' 72' 84' 96' 48" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 140.0 140.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 128.0 24" 36' 48" 60" 72' 84' 96' 60' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 90.0 90.0 90.0 90.0 140.0 140.0 136.5 117.0 102.4 24" 36" 48" 60' 72" 84" 72' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 DESIGN LOAD CAPACITY - PSF (XO OR 0X SIZES) DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) FRAME DIMS. GLASS TYPES 'B' & 'B1' GLASS TYPES 'C' & 'C1' FRAME DIMS. GLASS TYPES 8' & '81' GLASS TYPES C' k 'C1' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 55-1/2" 79-11/16" 83-1/4" 94-1/4" 26" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 55-1/2" 79-11/16" 83-1/4" 94-1/4' 38-3/8' 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 140.0 140.0 140.0 54" 63" 72' 81" 90' 24" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 90.0 140.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 55-1/2' 79-11/16" 83-1/4' 94-1/4' 50-5/8" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 54" 63" 72" 81" 90" 36' 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 140.0 140.0 90.0 140.0 140.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 121.4 55-1/2" 79-11/16" 83-1/4" 63" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 111.5 80.0 80.0 90.0 97.5 54" 63' 72' 81" 90" 48- 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 55-1/2" 79-11/16' 74" 80.0 80.0 70.9 98.5 80.0 80.0 62.2 86.4 96" 48" 90.0 140.0 72" 84" 96' 60" 90.0 140.0 90.0 140.0 90.0 128.0 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH • 72' 81" 60" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 117.0 90.0 102.4 63" 72* 81* 30.0 80.0 90.0 140.0 80.0 80.0 80.6 111.9 80.0 80.0 69.4 96.4 61.9 85.9 OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH • NOTE: • • • • • • AND FLORIDA BUILDING COMMISSION z ctEISIsg 21 TOT -owing no. W16-26 DESIGN LOAD CAPACITY - PSF ()COX SIZES) GLASS TYPES CLASS TYPES FRAME DIMS. 'B' & 'B1' 'C' & 'Cr WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 80.0 80.0 90.0 140.0 106-1/4' 80.0 80.0 90.0 140.0 111" 26" 80.0 80.0 90.0 140.0 126' 80.0 80.0 90.0 140.0. 74" 80.0 80.0 90.0 140.0 106-1/4" 80.0 80.0 90.0 140.0 111' 38-3/8" 80.0 80.0 90.0 140.0 126" 80.0 80.0 90.0 140.0 74" 80.0 80.0 90.0 140.0 106-1/4" 50-5/8• 80.0 80.0 90.0 140.0 111' 80.0 80.0 90.0 140.0 126' 80.0 80.0 90.0 138.7 74" 80.0 80.0 90.0 140.0 106-1/4" 80.0 80.0 90.0 129.0 111" 63" 80.0 80.0 90.0 125.7 126" 80.0 80.0 - - 74' 80.0 80.0 - - 106-1/4" 80.0 80.0 - - 111' 74" 80.0 80.0 - - 126' 80.0 80.0 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPES GLASS TYPES FRAME DIMS. 'B' & 'Et' 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72' 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 96- 24' 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 140.0 120' 80.0 80.0 90.0 140.0 72' 80.0 80.0 90.0 140.0 84' 80.0 80.0 90.0 140.0 96' 36' 80.0 80.0 90.0 140.0 108' 80.0 80.0 90.0 140.0 120' 80.0 80.0 90.0 140.0 72' 80.0 80.0 90.0 1b.0 84" 80.0 80.0 90.0 140.0 96' 48' 80.0 80.0 90.0 140.0 108' 80.0 80.0 90.0 140.0 120' 80.0 80.0 90.0 140.0 72' 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 96' 60' 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 136.5 120" 80.0 80.0 - - 72' 80.0 80.0 - - 84' 80.0 80.0 - - 96" 72" 80.0 80.0 - - 108" a0.o 80.0 - - 120" 80.0 80.0 - - .' I (1/3W) (1/3W) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPES GLASS TYPES FRAME DIMS. 'B' & '81' 'C' & 'CI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 80.0 80.0 90.0 140.0 106-1/4" 80.0 80.0 90.0 140.0 111" 80.0 80.0 90.0 140.0 126" 80.0 80.0 90.0 140.0 74" 80.0 80.0 90.0 140.0 106-1/4" 38-3/8' 80.0 80.0 90.0 140.0 111" 80.0 80.0 90.0 140.0 126' 80.0 80.0 - - 74" 80.0 80.0 90.0 140.0 106-1/4' 80.0 80.0 - - 111 " 80.0 80.0 - - 126" 80.0 80.0 - - 74" 80.0 80.0 90.0 140.0 106-1/4" 63" 80.0 80.0 - - 111" 80.0 80.0 - - 74' 74• 80.0 80.0 - - 106-1/4' 80.0 80.0 - - NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPES GLASS TYPES FRAME DIMS. 'B' & 'Be 'C' & 'CI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72' 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 96' 24' 80.0 80.0 90.0 140.0 108' 80.0 80.0 90.0 140.0 120" 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 96' 36' 80.0 80.0 90.0 140.0 108' 80.0 80.0 90.0 140.0 120' 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 96' 48' 80.0 80.0 - - 108' 80.0 80.0 - - 120" 80.0 80.0 - - 72' 80.0 80.0 - - 84" 80.0 80.0 - - 96" 60" 80.0 80.0 - - 108' 80.0 80.0 - - 120' 80.0 80.0 - - 72" 80.0 80.0 - - 84" 72" 80.0 80.0 - - 96' 80.0 80.0 - - 108' 80.0 80.0 - - OPERATING VENTS TO 8E 1/4 TO 1/3 OF THE WINDOW WIDTH 'XOX' •• • • • • • • • • •• • • • • • • • • •• • • • •• • • • •• • ••• • •• • • • ••• •• • •• • • • • •• • •• • • • • • • • • • • • • •• • • • • • •• • • • • ••• • • • FL #20359 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • Seal 1-18-16 �ltuunlh '-0 rr� • JGENS''-•70 •No.70682\ U ii drawing W16-26 sheet 5 of 101 1BY w00D BUCK TYPICAL ANCHORS 7—n SEE SPAC 1 1 F(1R SPAT W " . G • EDGE DIST. c 0 EXTERIOR w2 Ilj a: L.EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 TYPICAL ANCHORS -SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: wi = 1" X 1/4" WEEPHOLES AT 2-1/4" FROM EACH END W2 = 1-3/4" X 3/8" WEEPHOLES AT 5-1/2" FROM EACH END WITH PLASTIC BAFFLE SEALANTS; ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT AT EACH END AND INSTALLATION SCREWS IN SILL SEALED WITH ALUMINUM COLORED SEALANT. EDGE DIST TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • •• F.B.C. APPROVED MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MtN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) N14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1'" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD. SILL 0R JAMBS SG .• 0.55 MIN. • • • CONCRETE•AT HSAD•SILL al JAMBS Pee 3000 PSI MIN. • C-96 HOLLOW/ALCM ROCK AT JAMBS f'm - 2000 PSI MIN. • • • • • • • • • • • ••• •• • • • •• • ••• • • • • • •• ••• • ::' ••• • • •• ••• • • • • •• \-• �/ ' • • • • • • \%p s FL #20359 %'?IN°At.S';)/ Seal 18-16 O 00 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• O 00 • • • 000 • • r< 0 --y drawing no. W16-26 (sheet 6 of 10) VENT WIDTH 1/4" MAX. SHIM VENT WIDTH 1 /4" MAX. SHIM METAL STRUCTURE EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE OPTIONAL TO 24 SPRING LATCH D.L. OPG. OPTIONAL TO SPRING LATCH D.L OPG. WINDOW WIDTH ILIA YOIJn T TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS FL #20359 ... . . • . ... . • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •. •• TYPICAL ANCHORS SEE ELEV. FOR SPACING No. 70592 rr ••• • • • ••• • • ALT. ALT. EDGE DIST. • • n\ • i\t I• TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS -•SEE ELEV. J FOR SPACING • • EDGE DIST. METAL % STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING F.B.C. APPROVED MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 ALT. • •1 1/4" . •••••• o:• • • • •• • • • • • • • • s • • • • • • • • • • • • • Sealed 4-18-16 . INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER 4(‘,�P0 f4hjr % , 9.:•• ENA,F' \ • ••• • ••• • ••• �I \ • • • • • • • • (__ No.70592 • • • • • • • w ti ': g} _i • • • • • • • • • • •• • • • • • •• ••• • ••• • • • \;.ar i-,q•' R0F.•'� FL #20359 ',7910NAt.0j% ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u� Z. 0 u ji L a L•5 drawing no. W16-26 sheet 8 of 103 L`J FRAME HEAD FRAME SILL 1.502 <9) VENT TOP/BOTTOM RAIL (et) JAMS STILE (7) VENT INTERLOCK ITEM PART / QUANTITY DESCRIPTION MATERIAL MAW/SUPPLIER/REMARKS 1 MG203 1 FRAME HEAD 6063-T6 - 2 MG301 1 FRAIJE SILL 6063-T6 - 3 MG302 1 SILL TRACK INSERT 6063-T6 - MG303 AS REOD. FRAME JAMB 6063-T6 - 5 MG212 AS REOD. FLUSH FRAME ADAPTER 6083-T6 - MG204 1/ VENT FIXED MTG. RAIL 6063-T6 - MG205 1/ VENT VENT INTERLOCK JAMB STILE 6063-16 6063-T6 - B MG304 1/ VENT 9 MG207 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 MG208 AS REOD. GLAZING BEAD (5/16" GLASS) 6063-T6 - 10A MG209 A5 REOD. GLAZING BEAD (7/16" GLASS) 6063-T6 - 10B MG210 AS REDO. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 13 MG305 AS RTEOD. ADD -ON SILL RISER 6063-T6 - 14 15 MG321 4/ VENT ROLLER HOUSING & GUIDE CELCON - MC322 2/ VENT ROLLER BRASS - 16 MG323 2/ VENT ROLLER PIN ST. STEEL - 17 110 X 1" AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS PH SMS 18 110 X 3-1/2" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS PH SUS 19 W222322 AS REOD. FIN SEAL 'STRIPPING - ULTRAFAB 22 E202 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4" FROM EACH END ZAMAK SULLNAN & ASSOC. 24A /8 X 5/8" 2/ LATCH LATCH INST. SCREW ST. STEEL FH SL15 25 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH 25A - 1/ LATCH LATCH SPRING ST. STEEL - 26 - 2/ WOW. HI -FLOW WEEPER - PREFERRED ENGINEERING PRODUCTS 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL 28 - AS REOD. SILL INSERT, 2" LONG 6063-T6 AT MTG. STILE LOCATION 29 - AS REOD. SETTING BLOCK AT 1/4 POINTS EPDM DUROMETER 80t5 SHORE A lei SILL TRACK .528 FRAME JAMB \J FIXED MTG. RAIL SPRING LOADED LATCH .062 .660 r�yl .500 188 1- 13 ADO -ON SILL RISER .500 V FLUSH FRAME ADAPTER .458 -}^--i 2) SILL INSERT --I -.134 • .78 1 .050 .865 .78 1 .050 .865 '781 .050 '35• •• • • • ••• 10J 1.096-» L 1.096 foq GLAZING BEADS 1.096 • • • • • • • • • • •• • • • • • • • • •• • • • •• •• • • • • • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• e • • FL #20359 !l- Sealed 4-18-16 11ii iTi111j\ z • CC r 00.4 OL0 Oottc- LL a - Q i W 7 LL o Qwmg.. Cheet 9 of 10), • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • •• •• • • • VENT TOP/BOTTOM CORNER FIXED MTG. RAIL CORNER FRAME TOP CORNER • • • • • •• • • • • • FRAMG.DTTDM:CO•R►IfiR • • • e e • • • • ••• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • •• ••• • ••• r • • FL #20359 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • Y • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Sealed 4-18-16 AH tea.`. )•.: �ceHSF •. • •• rdrawing no. W16-26 Sheet 10 of 10 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) AWP Windows and Doors, LLC 8130 NW 74th Ave Medley, FL 33166 ScoPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve them htito have this product or material tested for quality assurance purposes. If this product or material f01, to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ nt ty ithmedieelyr evoke, modify, or suspend the use of such product or material within their jurisdiction. RER reshtes'the right td revoke this acceptance, if it is determined by Miami -Dade County Product Control Section tha"nis product or material fails to meet the requirements of the applicable building code. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidad e.gov/economv . . • • .... . .. This product is approved as described herein, and has been designed to comply with the Fjiyic building Co je, including the High Velocity Hurricane Zone. .. • .. • • . • • .• • . DESCRIPTION: Series "1800"Aluminum Outswing French Doors w/ wo Sidelites- ' • • • • • IP• APPROVAL DOCUMENT: Drawing No. WO1-64 Rev K, titled "Series" 1800" Alum Qutsvymg Dop dvf sidelite (LMI)", sheets 1 through 15 of 15 (inclusive sheets 1.1, 2.1, 4.1 and 10.1), dated MAY 0672Q16}prepa4-ed byAL-Fafdect Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Reawal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Limitations: 1. Applicable Egress door sizes per table sheets 4 & 4.1 must comply with min clear door height=80" and clear door width=32". The Door Height=frame height-2.5" and Door width=frame width-3.5"or 2.5"(S) or -3.75 or 2"(D). 2. Applicable anchor at sill is 1/4" Ultracon w/ 1-3/4" into concrete. 3. SHW is integral part of single door application, door not to exceed 39-1/2W x 84"H and Max DP=+/-65 PSF LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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. Large and Small Missile Impact Resistant This NOA renews NOA #15-0615.01 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by 'shag 1. Chanda, P.E. INOA No. 16-1110.01 (Expiration Date: January 03, 2022 Approval Date: December 22, 2016 Page 1 AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections( See files below) 2. Drawing No. W01-64 Rev K, titled "Series" 1800" Alum Outswing Doo w/ sidelite (LMI)", sheets 1 through 15 of 15 (inclusive sheets 1.1, 2.1, 4.1 and 10.1), dated MAY 06, 2016, prepared by AL- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #15-0615.01/#11-1209.07/ # 10-0930.07/09-0316.05) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS;03-24 • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 71,2-13Q .... .' Along with marked -up drawings and installation diagram of an OXO alum/kw Outswsng'door, prepared by Fenestration Testing Lab., Test Report No. FTL-5701, dated 171I3/08, signtd and • sealed by Carlos S. Roinda, P. E. •• .... • . .. Along with marked -up drawings and installation diagram of Single Outswang400r w/.SHW, prepared by Fenestration Testing Lab., Test Report No. FTL-5675, dated 09><11/08, si rieccand sealed by Carlos S. Roinda, P. E • • • • • • 2. Additional Test reports on: 1) Large Missile Impact Test per FBC, T'AS 2Q1-94 ' • 2) Cyclic Wind Pressure Loading per FB€„•IAS 203, }4 Along with marked -up drawings and installation diagram of an aluminum outswing Dobr: w/ 3-point lock, prepared by Fenestration Testing Lab., Inc., Test Report No. FTL-3389, dtd 6 /25/02, signed and sealed by Edmundo Largaespada, P.E. (Submitted under#06-1229.03) 4. 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, TAS 202-94 Along with marked -up drawings and installation diagram of double Outswing aluminum French Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2682, dtd 7/12/01, signed and sealed by Luis Figueredo, P.E.(Submitted under NOA 03-0805.07 Yale Ogron Mfg. Co.). C. CALCULATIONS (Submitted under files #15-0615.01) 1. Anchor verification calculations and structural analysis, complying with FBC 2014(5th Edition), prepared by Al Farooq Corporation, dated 06/03/15, 03/30/16 and last revised on MAY 06, 2016, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 16-1110.01 Expiration Date: January 30, 2022 Approval Date: December 22, 2016 E-1 AWP Windows and Doors., LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-1105.10 issued to SAF-GLAS, LLC for their "SAF-GLAS Polycarbonate Glass Interlayer", expiring on 12/16/17 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS (All items except #1, submitted under files #15-0615.01) 1. Statement letter dated 11/15/16 issued by AWP, LLC requesting Renewal with no change, signed by Gerardo Beros, Director of Engineering. ••• 2. Statement letter of conformance to FBC 2014(5'1' Edition) and "No Fteancial intermit., prepared.' by Al-Farooq Corporation, dated 07/28/15, signed and sealed by Jav rd 1hniad, P • • 3. Statement letter of compliance, as part of the above referenced test reports.' ' • 4. Sales agreement between AWP, LLC (Acquiror) and Arch Aluminum, ,0iass Etegjrise, a Delaware Corp (Asset Seller) dated MAR 20, 2014, signed by Paul Schnaitz, President.and Tial.. • • • • •• • • Morris Jr., President, respectively. • • • • •• ••• • • 5 Statement letter dated April 20, 2015, issued by Trulite Window & DrchnOlution, L•LC, stating'. Trulite has legally sold to AWP Windows and Doors, LLC, all the I OA(,sf per boc ile A and•. gave -up all rights to NOA(s) and request to rescind all NOA(s) undet•TOlije, sig 1 by Kevstk• • •; Barret, CFO (Trulite). 6. Statement letter dated July 15, 2014 requesting name change from Trulite windows and doors solution, LLC to AWP windows and Doors, LLC, signed by Gerardo Beros, Director of Engineering (AWP). 7 Asset purchase agreement dated 11/01/06 among AWP, LLC (Buyer) and Yale Ogron Windows & Door Inc. (seller), signed by Leon J. Silverstein and Manny Valladares, respectively (submitted under #12-0118.32/ #11-0222.02). G. OTHER 1. This NOA renews NOA #15-0615.01, expiring on Jan 30, 2022. 2. Test proposal #14-0778-R dated 10/28/15, dated 06-14-00, 09-20-01 and 11-06-07, approved by BCCO. 3. Previous associated files are #15-0615.01(Trulite windows and doors solution, LLC), #11- 1209.07 (Trulite windows and doors solution, LLC) # 10-0930.07/#09-0316.05, #03-0805.07 (Yale Ogron Mfg. Co) Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 16-1110.01 Expiration Date: January 30, 2022 Approval Date: December 22, 2016 E-2 37 1/2" MAX. DOOR FRAME WIDTH 6 3/4" MAX. HEAD/SILL CORNERS /' / / _ll_ / r 1 /11O c 1/4 / !I f- II w \ m - IY rn W 0 \ II \ I 0 O II \ II O \ Jr .I C \\ ACTIVE DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 1600 ALUM. OUTSWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEETS 4 & 4.1 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION (X ) SINGLE LEAF DOOR CONCEALED FLUSH BOLTS SEE SHEET 5 FOR DESCRIPTION LOCK OPTIONS #1 0R #2 (OPTION #1 SHOWN) SEE SHEET 5 FOR DESCRIPTION Q N � m 71 3/4" MAX 6 3/4" MAX. HEAD/SILL CORNERS A DOOR FRAME WIDTH 3" 12" 3" LEAF HEIGHT 83" MAX. tn (I / /' / / ' I \\ 11� \ 11II `\// II \ 1 II II / !1 / _` n IJ)I/ AI // \ O / \ \ \ \ \ O \\ ] Q° !4 I ACTIVE 1,-i INACTIVE 3" 23 7/8" MAX. O.L. OPG. 34" MAX. LEAF WIDTH TYPICAL ELEVATION ( XX ) DOOR OPTIONS LAMINATED GLASS TYPES 'A', 'B' & 'D' SEE SHEET 4 FOR DESIGN PRESSURE RATING GLASS D.L.O. DIMS. • • • • • • • • • • D.L.O. HEIGHT (DOOR & SIDEUTE) =. FRAME HEIGHT • 43"• • • • D.L.O. WIDTH (X DOORS & 0 PANELS)•= FRAINL• WIDTH •- •3.91P5"• • • D.L.O. WIDTH (XX DOORS) = (FRAME•V'IarH••;4")72• � • • • DUAL LEAF DOOR TRODUC f RF.VISBD oat wmpiyH.g with the lorlds bedding Code IS-061S 0/ Aceeptooae No� EArkroo. Dele_2 2i Ot% •• • Ara Preduct C'�metel • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • SURFACE APPLIED FALSE MUNTINS MAY BE USED LOCK OPTIONS #1 OR #2 (OPTION #1 SHOWN) SEE SHEET 5 FOR DESCRIPTION a PRODUCT I6ENEWtO as NOPlrins wi18 Me MAO. •aids. g Code Aceepnoee No /6-///0.O / F. piendoo Doh .T— AN T3, 2.22. beiemi DWe eodtref CtraMd v .L`/ ST OF ." /01VA1.1 1X�� 0 5 5 INSUL MASS OPTION ADDED 0 a'7 0 0 OI I i L-, it 3 l-, 66 drowing no. W01-64 sheet 1 of 15 6 3/4" MAX. HEAD/SILL CORNERS 38 1/2" MAX. DOOR FRAME WIDTH (A 000R FRAME HEIGHT 93 1/4" MAX. LEAF HEIGHT 82 3/4" MAX. D.L OPG. // \ / \ \ - II /;,/ r.-== II 1 n It II \i 1 / / \ 1\ / ACTIVE i \ D.L. GPG 36" MAX. LEAF WIDTH TYPICAL ELEVATION ( X ) SINGLE LEAF DOOR LOCK OPTIONS $1 OR #2 (OPTION #2 SHOWN) SEE SHEET 5 FOR DESCRIPTION 3, L o+ 74" MAX. 6 3/4" MAX. HEAD/SILL CORNERS (A DOOR FRAME WIDTH 3" 12" 3" x � � n 0 0, D.L. OPG. I I _J T I \ / \\ / / / / / / 1E / / \ \ \ \ O \ / 1 \ 1 \ \ \_y \r-- __ _0= ===H=/ / /\ / I _ k II\ I I _\_ 1 Ti n II // II 'I / % G__ 1 / - I ACTIVE l iisy,/ I INACTIVE DOOR OPTIONS INSUL. LAM. GLASS TYPE •E' SEE SHEET 4.1 FOR DESIGN PRESSURE RATING O.L. OPG. 36" MAX. LEAF WIDTH TYPICAL ELEVATION ( XX ) DUAL LEAF DOOR PRODUCT tLENEW4Y'1 u compiyins with the Flali& GLASS D.L.O. DIMS • • • • • • • • • • OMiding Cede • • -• Acceptance Nu_L-1110" I D.L.O. HEIGHT (DOOR & SIDELITE) • FRAME MIGHT►•13i • • • • Eepinnina Dote 2 D.L.O. WIDTH (X DOORS & 0 PANELS? = FR. V!DT: -:1375U••• • D.L.O. WIDTH (XX DOORS) = (FRAM& All. g ••241C'"u2 • • • • RM'aoi Dade hod•et • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • SURFACE APPLIED FALSE MUNTINS MAY BE USED LOCK OPTIONS $1 OR #2 (OPTION #2 SHOWN) SEE SHEET 5 FOR DESCRIPTION 0 s 0 U PRODHC f REVISED es complying with the P"orida handing Cod. Acceptance No 1 S; ^06/f:3 / Ezpiea6.n ate //36/1i kataIPaelr ednrlrlCoattul z 0 v 0 c° drawing no. W01-64 (sheet 1.1 of 15 6 3/4" MAX. HEAD/SILL CORNERS 144" MAX. 12" MAX. HEAD/SILL FRAME WIDTH 12" 3" 3" 12" 1 I-1 1 I IY• 1 I r 1 1 1 FRAME HEIGHT 83" MAX. / 1 \ D.L. OPG. / \ II / \ (1 / j, ! il \_"-- \iI- / N I I \ O / O II \ / ===r==7, • / ! \ _ // \\ A \ Q "i / / Ali n \ \ OO ---r-� / I1 ____h__-_ \ / I; \ 2 1 I I \/ v 1Iv`��� �''K 1 1 1 1 1 1 ACTIVE 1j1,E{' ACITIVE 1 1 I I 1 34" MAX. LEAF WIDTH 34" MAX. LEAF WIDTH 'TYPICAL ELEVATION ( oxxO ) WITH PANEL SIDELITES LOCK OPTIONS #1 0R #2 (OPTION #1 SHOWN) SEE SHEET 5 FOR DESCRIPTION NOTE: THE FRAME AREA OF ALTERNATE SIZE UNIT MUST NOT EXCEED TESTED FRAME AREA = 95.75 SO. FT. SURFACE APPLIED FALSE MUNTINS MAV BE USED O I J1\ . - -'/ / \ / \ \ _11_ / / --11=== -2 \ \ O II / / 117— i ;1 ! 1 .1 I \ \\ / t \ \ Il I \_l__ Ir 14 11\ II \ --=n-- u \ % \ I: / II / II / __ -Ft _�_ II I / 2 I II f I I / II 1 1 1 ACTIVE 1 I I 1 INACITNE 3" 1 o— LOCK OPTIONS #1 OR Q2 (OPTION #7 SHOWN) SEE SHEET 5 FOR DESCRIPTION PRODUCT ttEttESV421 se 1 Mlth the ed& Aeceptenor Na I 0•41/ WITH DIRECT SET SIDELITES F. p/rytbe •'"' i aYSDNOTE: MLaI ,pn THE FRAME AREA OF ALTERNATE SIZE UNIT MUST NOT EXCEED TESTED FRAME AREA = 71.131 SO. FT. 3" MAX. HEAD/SILL CORNERS DOORS WITH SIDELITES OPTIONS LAMINATED GLASS TYPES '4'! •B' • Q •D'• • SEE SHEET 4 FOR DESIGN PRESS/ORE RATING • • • • • • • 34" MAX. LEAF WIDTH TYPICAL El EVATION ( OXXO ) • • • •• •• ••• •• • • • •• ?ROOM F REVISED ea coaplyieg with the Florida bolding Cedeo I 01l Ol • ••• E;IAceePt U Z.Z/I"1• • • • • hw •• • • • • • Kt 4 PWd"SEc° • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • • • I\1113 111 I1 r% VCENSE O 0592 STATE OF z: rrrrrnlllltl 1800 ALUM OUTSWING DOOR W/ SIDEUTES (LM.L) 0 J N 0 FAX (305) 883-1309 IMsuL. GLASS OPTION ADDED REV. PER RER COMMENTS 0 s t _ drawing no. WO1-64 sheet 2 of 15 6 3/4" MAX. HEAD/SILL CORNERS 146 1/4" MAX. 12" MAX. HEAD/SILL A FRAME WIDTH 12" L 3" 12" FRAME HEIGHT I I I I I 1 1 I I I I 1 1 1 1 i t 1 1 1 I 8 nN //'/ V X'/' _I// 0 ^ / \ -10 / 82 3/4" MAX. \ \ / / / / / © V // o "/' . //--> \ \ \ / p \ \ \ \ \ = / / II I. __ ll Ir -- lv li ,,\ II \ II \ \\ rr= 1 y II i1 _-_I- ---TI--- ill I I II / =_ nr/==== I Ii 1 - - 1 I I 1 1 1ACTNE 1 1 1 INASTIVE 1 1 1 I I D.L. OPG. 34" MAX. LEAF WIDTH D.L. OPG 36" MAX. LEAF WIDTH VLOCK OPTIONS #1 0R #2 (OPTION #2 SHOWN) SEE SHEET 5 FOR DESCRIPTION TYPICAL ELEVATION ( OXXO ) DOORS WITH PANEL SIDELITES 12" FRAME HEIGHT 146 1/4" MAX. FRAME WIDTH K M /// // X 0 0 ACTIVE 12" 12" 3" / II 3" INA THE 3" C- 4 3" MAX. HEAD/SILL CORNERS U SURFACE APPUED FALSE MUNTINS MAY BE USED 32 1/2" MAX. D.L. OPG. NOTE: THE FRAME AREA OF ALTERNATE SIZE UNIT MUST NOT EXCEED TESTED FRAME AREA — 97.24 S0. FT. 24 3/4" MAX. D.L. OPG. 36" MAX. LEAF WIDTH 3" 11— LOCK OPTIONS #I OR #2 `--(OPTION #1 SHOWN) SEE SHEET 5 FOR DESCRIPTION TYPICAL ELEVATION ( OXXO ) DOORS WITH DIRECT SET SIDELITES DOORS WITH SIDELITES OP•'T! N•S•• • • INSUL. LAM. GLASS TYPE '£' • • SEE SHEET 4.1 FOR DESIGN PRESSURE RATING • • • • PRODUCT RFVICED comps+Ieg with the Florida Itu+4iag Gut* Ae+epnree No !1"-66/S•6/ Espiratiaa Ante //3D/17 h" 1w.—�.Ll....� RYAN'.Prof, hydra Control PRODUCT dENEW43) to complying with the Pied& U ldlog Cade • • Anepnoee No l�pinNma Doh Z7 2- •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • -IIIO • INo. 0592 O ATE OF INSUI. GLASS OPT ON ADDED 6 Y 1 � r tv �1 drawing no. WO1-64 sheet 2.l of 15 SILICONE GE 2800 1/8" ANN. CLASS .090" Interlayer {{{��� Saflex Cleor And Co'or Gloss By 'Eastman Chemical Co. 1/8" ANN. GLASS S.H. WINDOW SILICONE GE 2800 LOCK OPTIONS #1 0R #2 (OPTION jfl e4 WN) SEE SI€ET 5 FOR DESCRIPTION .092" ALUM PANEL 5/8" THK. PLYWOOD 1 r.092" ALUM PANEL 4 #10 X 1" PH AT 6" FROM E AND 18" 0.C. EN DOOR PARTIAL ALUM CLAD PANEL GLAZING DETAILS ;MS .IAX. 6 3/4" MAX HEAD/SILL CORNERS 39 1/2" MAX DOOR FRAME WIDTH 36 5/8" MAX. LEAF WIDTH PARTIAL ALUM CLAD'PLYW000 PANEL 27-1/2" WIDTH MAX. 33-1/f HEIGHT MAX. D1 13 TYPICAL ELEVATION (x) FOR DESIGN LOAD CAPACITY SEE SHEET 4 a 4 28 1/2" INDOW WIDTH 25 3/8" 0.1. OPC. (FIXED) 8 1/4 MAX. 6" MAX. HEAD/SILL CORNERS 0 // ci 24" D.L. OPG. 26 1/4" VENT WIDTH cog -'o NOTE: AWP SINGLE HUNC WINDOW IS INTEGRAL PART OF THIS DOOR. PRODUCI RENEWS0 tl rnaptying with NR Mo$&, Raiding Code Acceptaxe No I " 1 Expiration Doe 9 C Fly Wie`y56� SINGLE LEAF DOOR WITH An SERIES 250 SINGLE.HUNG.WD P ANSSR1 • •• • • • •• • • • • • • • • • WINDOW INSERT •OPTIQAL • • • • • • • • ••• • ••• • ••• • • •. . • • . • • • • .. • • • ••. • .•• • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 410 • • • • • • • • • 080 • • • 000 • • PRODUC f REVISED M conplr{ag with IAe Florida handing Core Acceptance Na tL I D I Expired.. Dote l0 (Y9 Via! 1Mdr .duet Cmm 0 0 J 5 5 o2.3 - 0 5 JJ� drawing no. W01-64 Lsheet 3 of 15 SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF DOOR DOOR GLASS TYPES FRAME WIDTH FRAME HEIGHT 'A', 'B' 0R 'D' (INCHES) (INCHES) EXT.(+) INT.(-) 31 1/2 65.0 65.0 79 3/4 37 1/2 65.0 65.0 31 1/2 83 3/4 65.0 65.0 37 1/2 65.0 65.0 31 1/2 65.0 65.0 37 1/2 95 3/4 65.0 65.0 37-1/2" MAX. DOOR FRAME WIDTH DOOR FRAME HEIGHT C / ( X ) / A. DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF DOOR DOOR GLASS TYPES FRAME WIDTH FRAME HEIGHT 'A', 'B' 0R 'D' (INCHES) (INCHES) EXT.(+) INT,(-) 60 65.0 65.0 71 3/4 79 3/4 65.0 65.0 60 65.0 65.0 83 3/4 71 3/4 65.0 65.0 60 65.0 65.0 71 3/4 95 3/4 65.0 65.0 71-3/4" MAX. DOOR FRAME WIDTH r DOOR FRAME HEIGHT n / / / \ \ \ / \ \ \ / \ / \ / V SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT (INCHES) 5/8 PLYWOOD 092" ALUM PANE], EXT.(+) INT.(-) 31 1/2 ® 65.0 65.0 139 1/21 U MCI LOWER DESIGN PRESSURE FROM THE SINGLE DOOR OR AWP SINGLE HUNG WINDOW SHALL CONTROL THE ENTIRE UNIT. ( XX ) 39-1/2" MAX. DOOR FRAME WIDTH DOOR FRAME HEIGHT 4 Q\ PARTFAL ALU CCA4 D f STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF DOOR DOOR PANEL DIRECT SET GLASS TYPES FRAME HEIGHT FRAME WIDTH SIDELITE WIDTH SIDELITE WIDTH .A., 'B' OR 'D' (INCHES) (INCHES) (INCHES) (INCHES) EXT. (+) INT. (-) 30 18 65.0 65.0 31 1/2 (X) 36 18 65.0 55.0 60 (XX) 42 18 55.7 55.7 79 3/4 37 1/2 (X) 30 18 65.0 65.0 65.0 65.0 71 3/4 (XX) 36 18 42 18 55.7 55.7 31 1/2 (X) 30 18 65.0 65.0 83 3/4 60 (XX) 36 18 65.0 65.0 37 1/2 (X) 30 18 65.0 65.0 71 3/4 (XX) 36 18 65.0 65.0 31 1/2 (X) 30 18 65.0 65.0 95 3/4 60 (XX) 35 18 65.0 65.0 37 1/2 (X) 30 16 65.0 65.0 71 3/4 (XX) 36 18 65.0 65.0 AUTHORITY HAVING JURISDICTION TO VERIFY EGRESS REQUIREMENTS. GLAZING OPTIONS: LAMINATED GLASS TYPES 'A', 'B' do 'D' ACTIVE DIRECT SET SIDELITE WIDTH DOOR FRAME WIDTH EXTERIOR (%) OR (X%) SIDELRE WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 - DEC - 21 9 PRODUC71tEA18^4Y✓1n SS ...plying with lie nlidlif R^iding Code Acceptant No ] - ] o•oI F. pIndloa Dale t(3 wrn_. llluiiW� DOOR FRAME SIDELITE WIDTH WIDTH ( X0) (0X) DOOR FRAME WIDTH DOOR/SIDELITE FRAME HEIGHT A / \ / \ / \ / \ \) '/ , \ % / \ / \ / \ / \ / v PANEL SIDELTE WIDTH ACTIVE • • • Ip • M DOOR FRAME WIDTH= -1/2•1 • • • EXTERIOR ACTIVE PANEL SIDELITE WIDTH 42" MAX. SIDELITE WIDTH SIDELITE DOOR FRAME WIDTH WIDTH (0 ) SIDELITE WIDTH x 0 0 0 FRAME WIDTH (0X0) SIDELTE WIDTH DOOR FRAME WIDTH 000R/SIDELITE FRAME HEIGHT A / \ / \ / \ / \ ( ; j, \ \ / \ / \ / \ / \ v / FRAME WIDTH ••• A61iDUCPREVWED ea eeaplyleg whh tie Fbritta • • • • • Arer�^p Cede A�Wanee Nn r-obts:ol E�rwerdee Dire //-L,�I,-� -AIMIL tod•eto m ul • • • • • r! .f �i 11 err ■!�' �, • • • • MAX. DOOR FRAME WIDTH 71-3/4" (X) c XXJ•• j OJ • • • • INACNVE • • • EXTERIOR ( OXXO ) \1111111111fii777 VlGEN�'•.. i O. 92 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • t /STATE OF ' ES% ORl0 .•''�\� hIAL !It 111111 3 a 0 J 0 S J n o 0 Q << (a to �M O .1L m z J v CL < ao - o 2- drawing no. WO1-64 sheet 4 of 1 5) SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF DOOR DOOR GLASS TYPE FRAME WIDTH FRAME HEIGHT .E. (INCHES) (INCHES) EXT.(+) INT.(-) 31 1/2 65.0 65.0 79 3/4 38 1/2 65.0 65.0 31 1/2 65.0 65.0 38 1/2 83 3/4 65.0 65.0 31 1/2 65.0 65.0 38 1/2 95 3/4 65.0 65.0 38-1/2" MAX. DOOR FRAME WIDTH x 2 0 ( (X) DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF DOOR DOOR CLASS TYPE FRAME WIDTH FRAME HEIGHT 'E (INCHES) (INCHES) EXT.(+) INT.(-) 60 79 3/4 65.0 65.0 74 65.0 65.0 60 3/4 65.0 65.0 74 83 65.0 I 65.0 60 65.0 65.0 95 3/4 74 65.0 65.0 74" MAX. DOOR FRAME WIDTH DOOR FRAME HEIGHT A / / / \ \ \ / \ / / \ / \ / \ / \ / \/ STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF DOOR DOOR PANEL DIRECT SET GLASS TYPE FRAME HEIGHT FRAME WIDTH SIDEUTE WIDTH SIDEUTE WIDTH E. (INCHES) (INCHES) (INCHES) (INCHES) EXT. (+) INT. (-) 30 .55 65.0 65.0 31 1/2 (X) 36 36 65.0 65.0 79 3/4 60 (XX) 42 36 55.7 55.7 30 36 65.0 65.0 38 1/2 (X) 74 (XX) 36 36 65.0 55.0 42 36 55.7 55.7 31 1/2 (X) 30 36 65.0 65.0 60 (XX) 36 36 65.0 65.0 83 3/4 38 1/2 (X) 30 36 65.0 65.0 74 (XX) 36 36 65.0 65.0 31 1/2 (X) 30 36 65.0 65.0 60 (XX) 36 36 65.0 65.0 95 3/4 38 1/2 (X) 30 36 65.0 65.0 74 (XX) 36 36 65.0 65.0 AUTHORITY HAVING JURISDICTION TO VERIFY EGRESS REQUIREMENTS. GLAZING OPTIONS: INSUL. LAMINATED GLASS TYPE ACTIVE DIRECT SET SIDELITE WIDTH DOOR FRAME WIDTH EXTERIOR (X) OR (XX) SIDELITE WIDTH DOOR FRAME SIDEUTE WIDTH WIDTH ( xo ) ( ox ) DOOR FRAME WIDTH DOOR/SIDEUTE FRAME HEIGHT A // \ / \ / \ / i% \ \ / \ / \ / \ / \ / v ) ACTIVE • PANEL SIDELITE WIDTH M ODOR FRAME WIDTH=38-1/2" EXTERIOR (X) PANEL SIDELITE WIDTH EXTERIOR ACTIVE • • • • (SOX)`, • • •(•(4) • •• • • • • t• •- • • INA(RNE• • • • • •• MAX. DOOR FRAME WIDTH - 74" (XX) • • •• 42" MAX. SIDELITE WIDTH rRODUCI itacois as KM plying with Pod nab Buidlox Code Acceptance No ^ / O.- Expiratina Deft DyI •(X MIa•i Pr•d•ii SIDEUTE DOOR FRAME SIDELITE WIDTH WIDTH WIDTH // / / / \ \ \ FRAME WIDTH SIDELITE DOOR/SIDEUTE FRAME HEIGHT A // / / / \ \ \ \ \ \ \ / / / v FRAME WIDTH • • FTDUC F REVISES • • • ea 0�l11 with the Florida "kin• • • • • • • • AVID*** No 1 Earleorl o Dote "NF;MIr' LfPrrodul • • • • • • • • • • • • • • • •• • • . �FEORID�;.•��\ /r7i /�WAL ( OxXO ) ATE OF ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0•• • • • 0•• • • 0 0 5 8 8 3 V 5 .0 0 _ _ I drawing no.1 W01-64] sheet 4.1 of 15) z SILICONE GE 2800 0 LAMINATED GLASS —TYPES A, B&0 (SEE DETAIL BELOW) SPACER GLAZING DETAIL AT DIRECT SET SIDELITE 1/8" HEAT STREN'D GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co: 1/8" HEAT STREN'D GLASS SIUCONE GE 2800 #10 X 3/4" PH SMS AT 5" FROM ENDS AND 12-1/2" 0.C. TYPICAL GLASS TYPE 'A' DLIRASEAL SPACER DY 'OUANEX' INSUL LAU. GLASS TYPE E (SEE DETAIL BELOW) S'LICONE DOW CORNING 899 GE 2800 GLAZING DETAIL AT DIRECT SET SIDELITE v1/8" HEAT STREN'D GLASS .015" URETHANE ADHESIVE .070" Interlayer SAF—GLAS Polycorbonate By 'SAF—GLAS, LLC.' .015" URETHANE ADHESIVE 1/8" HEAT STREN'D GLASS a SIUCONE GE 2800 GLASS TYPE 'B' 3/16" HEAT STREN'D GLASS HINGES: EXTRUDED 1/8" THK AND 7-1/2" LONG TWO—PART ALUMINUM BUTT HINGE (PART No. YH-650), THREE PER LEAF, 11-1/2" FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER LINE AND ONE AT MIDSPAN. LOCK OPTIONS: OPTION 01 ACTIVE LEAF. STANDARD LOCK SET AND CYLINDER DEAD BOLT LATCH (FOR PRE —FABRICATED LOCK STILE PART No. YE-802, WITH 2-1/8" BORE AND 2-3/8" BACKSET TO FIT STANDARD LOCK SET), KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR AT EACH ACTIVE LEAF . ACTIVF/INACTIVE LEAF. MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE—CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2" FROM TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS. OPTION #2 ACTIVE LEAF. MANUFACTURER'S STEEL THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOCK SET AT ACTIVE LEAF (FOR PRE —FABRICATED LOCK STILE PART No. YE-837) WITH THROW BOLTS CONNECTED TO MORTISE LOCK SET, ENGAGING INTO FRAME HFAD AND SILL AND KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR INACTIVE I EAF• MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE —CASE FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2" FROM TOP & BOTTOM OF INACTIVE LEAF. NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. .090" Interlayer Saflex Clear And Color Glass Ey 'Eastman Chemical Co.' 3/16" HEAT STREN'D GLASS GLASS TYPE 'D' DOOR/PANEL/SIDELITE GLAZING OPTIONS SILICONE GE 2800 3/16" TEMP. GLASS —5/16" AIR SPACE 1/8" ANN. GLASS 090" Interlayer Saflex Clear And Color Class By 'Eastman Chemical Co.' PRO..ot I ti.S.NEW4.0 .. eau.ptyh.g with the molar Reining Code Acceptance Na lG'1/IO"0� t'RODUCf Expiratitto Date REVISED ay IL r1/8" ANN. GLASS _ m lib, o ® r5III� /10 X 1" FH SMS • tt J T 4"•FSOM ENOS • x • • T •4ND•10" 0.C. • m • • • • • • •TYPCAL DURASEAL SPACER • • •IV • • • • BY 'OUAN•(• • • • • • • • • • •GLASS TYPE 'E'• • • • 13/16" OVERALL INSUL. LAM. GLASS SILICONE DOW CORNING 899 GE 2800 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • to • • • • • • • •• • • • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • es earaptyl.g with the Florida 1.8 i88 Cade Aeee►ta.ce N• / 'r 'Expiration Data 7 Mom, ea*1st e coo4d GLAZING ADAPTER OPTIONS �11111111t%r GENS6.'`•'�.O 70592 =1 TE OF ORION ••• viyif j. ( LtJ 8 8 1v Q 0 0 8 UPDATED FOR 2C14 FBC 5 5 0 n i C i drawing no. WO1-64 (sheet 5 of 1 3/4" MIN. IHROW SOLI\ PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING CONCRETE' 25 r EDGE DIST. a 3 L #10 X 3/4" PH. SMS. AT 4-3/4" FROM ENDS AND 14" 0.C. MAX., TYPICAL 'CONCRETE a . . TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING OUTSWING OPERATING UNITS DOE DIS PROPERLY SECURED 1BY WOOD BUCK CONCR0rE ALTERNATE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SHIM SPACE EDGE II DIST. 0 WOOD BUCK TRUCTURE a TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE EDGE (SEE SPEC) DIST. CZI�� trAir TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING CDNCRETEa TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE • a • EDGE ;ISl, •A-.oUC1 It6NtWW et .wwolyhre with thelloSI®r %kilos Code Arcepteoce No It.- to, • C 1 F,eOrviet. PatoL-�.:/�ek,�'L D!'R�e1DE[ M5.u1 Dew WOOD BUCKS AND METAL STRUCTURE NOT BY AWP MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 1HEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONCRETE (JAMBS) 1-1/4" MAN. EMBED INTO MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (HEAD/JAMBS) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) INTO METAL STRUCTURES (HEAD/JAMBS) STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGF DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SC a 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. • • • • tL•aLC ( REMISED • • • • • •boattgTr its the F1oAda • •Ate1Roiie N. y '-06/):p / CCeNCT - • a •fYPIC.k ANCHORS • • 5EE•ELEVATI&S • • FOR•IMING • • a1.Ml�retYuLt— A • ••• • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • t • • •• •• • • ♦ •• •• ••• • • • ••• • • Na. 70592 STATE OF !E0R10p`.••0 R1Rat. Sty N 111111111>% ALUM OUTSWING DCO ou v 5 s c" drawing no. W01-64 sheet 6 of 15) 1/4" MAX. SHIM METAL STRUCTURE (SEE SPEC SHEET 5) TYPICAL ANCHORS SEE ELEV. FOR SPACING ACTIVE I,! wo �•W a )(e mtli co 0 1/4" MAX.. SHIM TYPICAL ANCHORS •. SEE ELEV. FOR SPACING 2 O.L. OPG 1/4" MAX. SHIM EXTERIOR. LEAF WIDTH DOOR FRAME WIDTH CONCRETE OR MASONRY ACTIVE LOCK OPTION 1 OR 0 LOCK OPTION 2 (SEE SHEET 5) PROPERLY SECURED /71RY W000 RUCK TYPICAL ANCHORS SEE ELEV. c. FOR SPACING 1/4" MAX. SHIM INACTIVE C 0OI� 28Y WOOD UCK OR 00D UCTURE O 20 29 LOCK OPTION 1 OR (D LOCK OPTION 2 (SEE SHEET 5) DOOR FRAME WIDTH EXTERIOR OUTSWING OPERATING UNITS JP- L ACTIVE #10 X 3/4" PH. SMS. AT 4-3/4" FROM END AND 14" 0.C. MAX. TYPICAL rl O ALTERNATE 7-1 LOCK OPTION 2 (SEE SHEET 5) 3 POINT LOCK ON ACTIVE LEAF OPTION V • • • • *IA PRODUC F REVISED ea complying with the Florida ieeli.g Cede Accepteeee No ir-04/c0/ •• Fienain On •• . I/16117 • • • Central • • • • •• • •••• • ••• • •.• • . • • • ••1 • • • •• • • • •• •• E�CR'ERIQ,4 • • • • • • • • • •• • • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT RENEW u ay.tplying wilh the Plo(W Raiding Code Acceptance No 4—/I/0•01 Ecpintkte Date t/].t�y2 / By 4..4�1J'.( 'ti7u Miami D,•eProliq • ‘AEN3F • Si STATE OF (( .,,'O1gA .. .` 0 0 0 -27 5 0 (305) 883-1309 0 a 0 0 drawing no. WO1-64 (sheet 7 of 15 0 a. EDGE DIST ° ' CONCtRETE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2 (J10 X 3/4" PH SMS AT 4-3/4" FROM ENDS AND 14" O.C. MAX. SILICONE 1/4" MAX.' SHIM CONCRETE, OR MASONRY SILICONE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. CONCRE E TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNITS O PANEL SIDELITE INSTALLATION DETAILS #10 X 3/4' PH SMS AT 4-3/4" FROM ENDS AND 14" O.C. MAX. TYPICAL SILICONE #10 X 3/4" PH. SMS. AT 4-3/4" FROM ENDS AND 14" 0.C. MAX.. TYPICAL MAX. FRAME WIDTH (SEE SHEET 4 & 4.1) SCREWS NOT REQUIRED. FOR SIDELIIE/DOOR JAMB CONNECTION EXTERIOR DOOR FRAME WIDTH PRODUC P REVISED so complying with the Fleride binding Cade Acceptance No /C.-O4/ . / Expiration Deis. SW/ Mistral •• ••• • • • • • •• • • • • •• • •• ••• •• • • • •• • • TYPICAL ANCHORS • • • • • • • SEE ELEVATIONS • • • • • • • • • �— FOR SPACING • • • • • • • • • • T. r STATE OF PRODUCT RENCWU, of rt.I.PIYIOL with the Pluto •nidInq Cede Acceptance Ne —) O•p Expiration Da: 3e 22 By 1541 • Ua..>^k- Miaal Da&/►todnet to•wx • VOENSp •'. A • ••• • ••• • ••• No170592 ,1 • • • • • • • • 'a *_ ••• • • • ORID �'• '''1nnn111'‘X ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a 0 V) 0 0 CJ (305) 883-1309 c 0 u � � W INSUL. QASS OPTION ADDED 0 c0 drawing no. W01-64 (sheet 8 of 151 8 w 0 EDGE DIST. CON6RETE• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 a 0 o k W GLAZING CHANNEL OPTIONAL O • r CONCRE1E.' . . • a ° EDGE OIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DIRECT SET SIDELITE UNITS DIRECT SET SIDELITE INSTALLATION DETAILS SCREWS NOT REOD. FOR SIDELITE/DOOR JAMB CONNECTION EXTERIOR 41 _ 1pIp_ ■ _411-_ 22 (D to T• ® to 000R FRAME WIDTH 413 1.1AX. FRAME WIDTH (SEE SHEET 4 & 4.1) D.L. OPG DIRECT SET SIDELITE WIDTH •• ••• • • • • • •• • OOOOOO • • • • • • • PRI)aUC: RE:ISBP • •• • •• • • • Y spipPMug•..i. the Rorit% • • 11014.I Code Arreptaate No / Z20/�/ le.pirat{ett Date ? • •• u,.— 1.444.A . . ••• • • .jlsry',Wart CenRd • • • • • • • • • • • • • • • • • • • • •• • • • • • •• ••• • ••• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Pftt>./Vtl tt6NEMW al complying with the Flaride guiding Cmk Areepuuee Nu_ / ��/0 •0/ Lxpirstina Drts ��c—�ZZ i!ihW®•gt�� 1/4" MAX. SHIM :.CONCRETE OR NASONRY TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 a 0 l_. Ni ocF3 „ tOt am O ¢ 8 a 0 �v. 0 iu 8 8 is 8 drawing no. WO1-64 (sheet 9 of 15 1.492 L 4.000 2.117 .070 � .240 L- 0 DOOR FRAME HEAD s 716.972 d L020 1.700 t2 GLAZING CHANNEL .250 22 PRESSURE PLATE .513 .973 .050 1.217 .653 14, EXT. GLAZING LEG r 1.594 -q I_5 L062 1.494 O SNAP CAP INT. GLAZING LEG 2.281 1.558 .535 .070- L1.656 -W 4.156 SIDELIIE FRAME MULLION -1.704 -- ® TOP/BOTTOM RAIL 4.136 r.070 t II� 1.834 4.282 `J HINGE STILE (5) #I0-24 X 1/2" FH. MS STAINLESS STEEL (THREAD CUTTING) g 1111i it I o �I o � N I II 110 III 1 �I .450 3.555 HINGE ASSEMBLY 4.151 2.124 1.834 JI .070; 4.871 `J LOCK STILE 4.189 4.862 1.634 .070 LOCK STILE (FOR 3 POINT LOCK OPTION) 2.124 SIDELITE FRAME - �{ r-.324 .999 066 I�- .050 - -1 1.294 L. GLAZING BEAD EXTERIOR INSUL. LAM. CLASS 1.536 .576 .476--I 34 GLAZING CHANNEL INTERIOR INSUL. LAM. CLASS .262 .066 1.465 050 521 1.78 .045; _j 0 C� .694 SIDELITE GLAZING INSERT EXTERIOR INSUL LAM. GLASS 36 SIDELITE GLAZING INSEPaT INTEI!!I INSUL. LAM. CLASS • • 1.119 .045 1.000 1.094 F_ O STD. THRESHOLD Q HI-RISETHRESHOLD 1L 500 • • •• • • • 1.990 -.{ r.110 =5D0 • • •• 4.000 • • • 2e OPTIONAL THRESHOLD • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • PRODUC1 11ENE W W ne complying with the MAG. !hiding C de Aecepluce No /�^//04;;� Fapirad» Dole !/3Q/tZ. re, /. itH e- s laritiTheltplaid PRODUC f REVISED se ernplying with the F7n4. Molding Code Aeee•lasee No ic-�y - off Eiph•elen Ate_ / 24 i .� t kik' Weir P Cw11W ATE OF . (( c9\\ J FAX (305) 853-1309 0 5 2 UPDATED FOR 2010 UPDATED FOR 2014 FBC INSUL. CLASS OPT,ON ADDED 0 c 0 0 8 drawing no. WO1-64J (sheet 10 of 15 • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• ITEM # PART # REQD. DESCRIPTION MATERIAL. MANF./SUPPLIER/REMARKS 1 YE-832 1 DOOR FRAME HEAD/JAMB 6063—T6 — 2 YE-810 1 STD. THRESHOLD 6063—T6 — 2A YE-1820 1 HI —RISE THRESHOLD 6063—T6 — 28 YE-840 1 OPTIONAL THRESHOLD 6063—T6 — 5 YH-809 AS REQD. SIDELITE FRAME 6063—T6 — 6 YE-801 2/ LEAF DOOR LEAF TOP AND BOTTOM RAIL 6063-16 — 7 YE-803 1 DOOR LEAF JAMB — HINGE SIDE 6063—T5 — 8 YE-802 1 DOOR LEAF — LOCK SIDE 6063—T5 — BA YE-837 1 DOOR LEAF — LOCK S10E (3 POINT LOCK) 6063—T5 — 9 YE-806 2/ LEAF SNAP CAP FOR DOOR LEAF & SILL 6063—T5 — 10 YE-816 AS REQD. COVER PLATE 6063—T5 — 12 YE-824 4/ LEAF GLAZING CHANNEL 6063—T6 — 13 YE-835 AS REQD. EXTERIOR GLAZING LEG 6063—T5 — 14 YE-833 AS REQD. INTERIOR GLAZING LEG 6063—T5 — 15 YH-623 AS REQD. GLAZING GASKET VINYL OUROMETER 75±5 SHORE A 16 YH-602 AS REQD. WOOL FIN WEATHERSTRIPPING (.187 X .260) — ULTRAFAE 17 YH-622 AS REQD. BULB WEATHERSTRIPPING (.198 X .260) VINYL DUROMETER 75±5 SHORE A 18 YE-849 AS REQD. SILL WEATHERSTRIPPING POLYPROPYLENE — 18A YE-850 AS REQD. SILL WEATHERSTRIPPING VINYL — 19 GU 1/ACTIVE LEAF 3 POINT LOCK MECHANISM (OPTIONAL) 5. STEEL — 20 YH-610 AS RECD. FLUSH BOLT ASSY. SERIES 1202 ZINC DIECAST 21 YH-650 3/ LEAF BUTT HINGES, AT 11-1/2" FROM ENDS & MIDSPAN ALUMINUM WITH SS PIN 22 YE-805 4/ LEAF PRESSURE PLATE —TIE ROD 6063—T5 2-1/2" LONG 23 YH-630 2/ LEAF 3/8" DIA. THREADED ROD STEEL — 24 YH-618 2/ LEAF 3/8"-16 HEX FLANGE NUT STEEL — 25 YH-641 AS RE00. INSTALLATION SCREW HOLE CAP PLASTIC — 26 YE-842 2/ LEAF FLUSH BOLT GUIDE, 1-1/2" LONG 6063—T6 — 27 YH-656 2/ LEAF FLUSH DOLT ADJUSTMENT PLATE S. STEEL — 28 YH-681 1 PROTECTIVE BOX NYLON — 29 YH-616 1 LOCK SET ASSEMBLY — LEVER OR KNOB TYPES 30 YH-617 1 DEADBOLT ASSEMBLY — — 31 YH-816 AS REQD. INSTALLATION SCREW COVER STRIP 6063—T6 — 32 YH-808 AS REQD. SIDELITE FRAME MULLION 6063—T6 — 33 YE-847 AS REQD. GLAZING BEAD EXTERIOR 6063—T6 — 34 YE-64B AS REQD. GLAZING BEAD INTERIOR 6063—T6 — 35 YE-845 AS REQD. SIDELITE GLAZING INSERT EXTERIOR 6063—T6 — 36 YE-846 AS REQD. SIDEUTE GLAZING INSERT INTERIOR 6063—T6 — 37 — AS REQD. SETTING BLOCK EPDM DUROMETER 80±5 SHORE A 38 YH-1622 AS REQD. GLAZING GASKET VINYL DUROMETER 70±5 SHORE A PRODUCT MELMSW48 ee eruplI ns with the Pkelae Priding Code Acceptance No/6. frith/ Expiration Date //////�Z0/22— BY 9 K(Y RNlnnal 9sedE PROD'JC f REVIVED as "ICngw'ith Florid& balding ode Acetylene No Enple,Ryn Dn1// 7 }s I1�f5 N� • •• • • • • • • • • •• • • • • • • • ``'�i �'''•�10EN$F'•.. •• • • • •• • • • •• • • • • • • • • • • • • 0592 • • • • • • • • • • • • • • • • •••• •••• • •• • •• •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• ii fir= •e TATE OF 1{/� 3 0 U r- 8 z S CO 0 51 s 5 00 2 drawing no. W01-64 sheet 10.10f15 Aip(4) O10 0 t" PH SMS II e.4 FRAME UPPER CORNER FRAME LOWER CORNER 3/8" DV, STEEL ,- THREADED ROD FULL LENGTH DOOR LEAF CORNER PRODUCE REVISED ex eomplyln8 with the Ma& konfiny Code ••• ••• • •6'V*Dete D/ • • •• • • . �• 7 • • • •• • ha • • •• • •• ••• •• • • • •• • ••• • ••• • ••• • • • • • • • • • • • • • • • • • -• • • • • • • • •• • • • • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRESSURE PLATE 7-1/2' LONG 3/8" NUT AT EACH END OF R00 PRODUCT t16N6WW al ...plying with the !Urfa guiding Cod. s America, AmeAmerica, No ^� E'pInNM Doh BY 41ww.I.( N111t- r 614 ,ft COMP-ANL\W01-6 5 oa S 5 5 0 5 a tLi 0 drawing no. W01-64 sheet 11 of 15) STAINLESS STEEL FLUSHROLT ADJUSTING PLATE WITH (2) #8-24 x 1/2" FH. UNDERCUT SMS. COVER PLATE WITH DOUBLE ROW FIN SEAL WEATHERSTRIP 2" LONG ALUM. FLUSHBOLT GUIDE, ATTACHED TO FRAME STILES AT TOP (SHOWN) AND BOTTOM. CONCEALED FLUSH BOLTS (2) #10-24 PONT B UNDERCUT, FH. MS TOP FLUSHBOLT ASSEMBLY (2) d10-24 POINT B UNDERCUT. FH. MS 1-1/2" LONG ALUM. FLUSHBOLT GUIDE, ATTACHED TO FRAME STILES AT TOP AND BOTTOM (SHOWN) COVER PLATE WITH DOUBLE ROW FIN SEA. WEATHERSTRIP STAINLESS STEEL FLUSHBOLT ADJUSTING PLATE WITH (2) i8-24 x 1/2" FH. UNDERCUT SMS. BOTTOM FLUSHBOLT ASSEMBLY FLUSH BOLT GUIDE AND ADJUSTMENT PLATE ASSEMBLY CONCEALED FLUSH BOLTS • • • • • • • • • OOOOO • • • • • • • • • • • •• • • • •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • EXTERIOR • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PRODUCT AMA Wtat at eoaptyta4 with the FlmlM Reidlwg Code AcoeptaDtt No le-fffD•OJ Etplratioe 1Me 2Z AqBA• tBw>e amia PRODUC f REVISED w emeplyin with the FTnridA IWiwg Code Arceplzate Eapiralleis D:t7� A �19YeIP tCetat•I ATE OF `'T&ORIOF`.•' G�� drawing no. WO1-64 (sheet 12 of 15 3/4" MIN. THROW BOLT-' PENETRATION 0 0 cc Al B1 0 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING CONRE(E:•. • i LoLa #10 SMS SEE ELEV.SPAC 'FOR ING 0 it7thcLitti, h— I I Ili u z 1 0 EX w SILICONE GE 2800 SINGLE (X) OPERATING UNITS W/ S.H. WDW. #10 X 3/4" PH. SMS. AT 4-3/4" FROM ENOS AND 14" O.C. MAX., TYPICAL ° CONCRETE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PRODUCT RLRSVilb mainly/es *RI tie PIM& Ruidirr� Code Acceptance Na i(0.6 / Ee•Iratkra pay ZZ WEEPHOLES: W1 = 1" LONG WEEP NOTCH AT EACH END • • • • • •• • • •. • • • • • • • • • • • • ••• • • • • • • • • • • 0.° CONCRET. a • • • • • •• r. ,�.. • • • • •• • • • • • • • TYPICAL ANCHORS y� SEE ELEVATIONS . .. FOR SPACING • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • PRODUC I- REVISED as conplyIag wHh tie Florida banding Code Amen/awe No ^• // .D/ Eap(ratiaa Date 7 L.4N,L*art Pr* Owlied - Q a 0 NG DOOR W/ METES (LM.L) J J to 0 O 0 0 LL 0w a ¢� rq— 0 0 3J z 3 zd CL LLI 0 UPDATED FOR 2010 FRC UPDATED FOR 2014 FRC 0 4 0 00 REV. PER RER COMMENTS 0 U o F4 � n r C u, drawing no. WO1-64 sheet 13 of 15 1/4" MAX. SHIM 2BY OCD BUCK OR WOODS "UCTUR VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 By WOOD BUCK . CONCRETE OR MASONRY, 1/ 4" MAX. SHIM LOCK OPTION 1 OR ©LOCK OPTION 2 (SEE SHEET 5) O EXTERIOR D.L. OPG. S.H. WINDOW WIDTH LEAF WIDTH DOOR FRAME WIDTH • #10 SMS SEE ELEV. FOR SPACING 24 TYPICAL ANCHORS SEE ELEV. FOR SPACING 27-1/2" MAX. LOCK OPTION 1 OR 19 LOCK OPTION 2 (SEE SHEET 5) PANEL WIDTH EXTERIOR LEAF WIDTH DOOR FRAME WIDTH 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. rFOR SPACING 01/4" MAX. SHIM SPACE METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING •a ♦•• • • • • • • • • • • • • • ••• It • •• ••• •• • t • •• • ••• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •♦ ••• • ••• • • • PRODUCT KEN t. wn,i as coot plying evilh the F7nrim Baldlag Code Acceptance No /6—///,•0/ Capiratlee Dave 144/92- PRODUCtREVISED arpMaf; with the Floehle wag Coda EoAe. Ns �'(��7�;��0 phadeo Doh / - Control 1j111111 /II�Y, CEN3F''$® �2 _I ATE OF COMP-ANL\W01-64 J rn 3 new w IQ 07 0 -o 2 5 1,0 0 o drawing no. WO1-64 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • sheet 14 Of 15) j^- 2.220 .889 8 FRAME HEAD 0 FIXED RAIL 1.327 .827 I - .999 jam- } 118� 055 u 1.625 -1.812 L.- C) VENT TOP RAIL Q VENT BOTTOM RAIL 3.027 O FRAME SILL 0 VENT SIDE RAIL - 9301— .055 1'282 2.104 jf .812 -- 1.179 II 1 -- --1.617� 3A FRAME JAMB S.H. VENT CORNER DETAII, ITEM / PART # RE@D. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1A YE-169 1 FRAME HEAD 6063-T5 - 2A YE-167 1 FRAME SILL 6063-75 - 3A YE-102 2 FRAME JAMB 6063-75 - 4A YE-152 1 FIXED RAIL 6063-75 - 5A YE-151 1 VENT TOP RAIL 6063-T5 - 6A YE-168 1 VENT BOTTOM RAIL 6063-T5 - 7A YE-92 2 VENT JAMB 6063-T5 - BA YB-4 AS REGD. Ed A7ING BEAD ALUMINUM ROLL FORMED 10A - 2/ VENT BLOCK & TACKLE BALANCE - - 11A YH-622 AS REGD. BULB VMYL - SINGLE ROW PVC DUROMETER 75 SHORE A 13A YH-509F AS REGD. PILE-SCHLEGEL .187 X .250 - FIN SEAL (DOUBLE) 14,4 YH-504 2/ VENT VENT LATCHES NYLON/CELCON AT 11" FROM ENDS 14M YH-515 2/ VENT CAM LOCKS 2AMAK AT 11" FROM ENDS 15A #10 X 3/4" 8 FRAME ASSEMBLY SCREWS CRS PLATED, PH SMS 16A #8 X 1" 2 FIXED RAIL SCREWS CRS CAD PLATED, PH SMS 17A /B X 1-1/4" 4/ VENT VENT ASSEMBLY SCREWS CRS CAD PLATED, PH SMS 18A YH-590 1 REINFORCING BAR (.625 X .312") STEEL - 3/4" WEEP NOTCH' AT EACH END OF SCREEN REIAININC LEG AWP SINGLE HUNG WINDOW INSERT FOR SINGLE (X) DOOR (SHEET 3) •. ' • 1 • • • • • fly • • • • y' •• • • • . • • • •• • • • •• PRIMuC) etlDekWpM as tvwpryiet with Me fasni•s Raiding Code Aoientoots 000. 6-!/!D.o/Paptratiwa z �A,IL9� 2.el 61 PRofUC F REVISES) oa eorpfyML with the Florida brWioc Cede Areeptwee N• 06/ •o/ Expiration Dec 41/ IilifJ/W' P .ct C Gemt 111 I1,,,, AFjT,'7,', A,y,pp�� ENSF ..V • • • • • ••• • ••• '''2 • S.H. FRAPeCOR;JER ,pEA,iL • • • • • � • 11‘‘‘‘ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • P co 4,1 13 Mw W Q �� r 0 drawing no. WO1-64 (sheet 15 of 151