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WS-20-553WS�03- _ e� a� �;%�� — Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-03-20-553 Permit Type: Windows/Shutters -Classification: Window/Door Replacement Permit Status: Approved Issue Date: 03/24/2020 I Expiration: 09/21/2020 Location Address Parcel Number 117 NW 97TH ST, Miami Shores, FL 33150 1131010260100 Contacts AXEL SOLER Owner S&C Construction Co. Applicant 11797 Alexander Soto AXEL67@ME.COM 2103 Coral Way 815, miami, FL 33145 Business: 786.306.0329 alex@scconstruction.us Mobile: 786.306.0329 S&C CONSTRUCTION CO. Contractor ALEXANDER SOTO 2103 CORAL WAY, MIAMI, FL 33145 Business: 7863060329 alex@scconstruciton.us Description: NEW IMPACT WINDOWS AND DOORS AS PE PLANS Valuation: $ 5,000.00 Ins ection Requests: 305-762-4949 TotalSq Feet: 900.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.55 DCA Fee $2.00 Education Surcharge $1.00 Scanning Fee $18.00 Technology Fee $4.25 Windows/Shutters Fee $120.00 Total: $200.80 Payments Date Paid Amt Paid Total Fees $200.80 Credit Card 03/24/2020 $200.80 Amount Due: $0.00 Building Department Copy 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 in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accept(nfi this permiltPfssame responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are recloreA for ELE� ICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWN I Iceftify that a ng information is accurate and that all work will be done in compliance with all applicable laws regulating onst ct' nd z¢ning. Fu or , authorize the above named contractor to do the work stated. Authorized Signatdr�JOwnek % %applicant / Contractor / Agent Date March 24, 2020 Page 2 of 2 IRIS L-yT,T=D y.� BUILDING PERMIT APPLICATION 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 ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS BY: FBC 20 l--A Master Permit No. 2C-06^ 11 1501 Sub Permit NOW,- 03 - 23—CE�93 ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: / 1-7 /\J w / q City: Miami Shores County: Miami Dade Zip: 3�l SO Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: `n Qr Flood Zone: BFE: ( FFE:r� OWNER: Name (Fee Simple Titleholder): G �V Phone#: Address: \ \ 1 \ 3 kj\, � q 7 C State: Tenant/Lessee Name: Email: Phone#: P: CONTRACTOR: Company Name: 1. �-�►"5T_&�CAk CO Phone#: v((�J wo 0/2q Address: 2103, a4AL �iiJi� -- Sl S ► City: _l f elf i Stater Zip: Qualifier Name: /�i'� �� ✓�C�Q�/' CJ J-ro Phone#: -:N)(o State Certification or Registration #: C&G-t� '� S� 4 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ yS D D� Square/Linear Footage of Work: ?BOO S! Type of Work: ❑ Addition [XL Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:ILI/oT//��! Specify color of color thru tile: Submittal Fee $ 0 Permit Fee $ Scanning Fee $ Technology Fee Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ _ CO/CC $ _ Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) z CA 3�1A Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State r" Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS_ TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspe on which a -urs seven (7) days after the building permit is issued. In the absence of such posted notice, the idtncnortin6 wiltbha annroved 4nt/ a erection fee will be charged. The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this (fv — day of 1 lc c),- , 20 by ,�`' day of 20 —' 7 by P141AI j(9A� who is personally known to t Fs;�)CP-N)tFt • (b who is personally known t me or who has produced AFL _ i 0 [ C f C�S� as me or who has produced '- -D�`-% identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC, NOTA PUBLIC: ,--P 0 Sign: Sign - Print: Print: Print:N�� al:y , FRANCHESKA E. SUER Seal: _ i"A Notary Public, State of Florida •: <' �P.'' •. SINDIA ALVAREZ Commissional GG 267982 MY COMMISSION # GG 238273 Myoomm.expires Ot�.1S.2022■�1EYX�PIIRREkS1:,#S�teptte.�m�kbaekrr3,,�2�02#2�h* ic #6`O�I08(71�fUi`1aI9I YUM MAIM'fl[e, APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) f Florida Building Code Online FA -0 + �µ BCIS Home I Log In I User Registration I Hot Topics' Submit Surcharge' Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search F 'da le%1 Product Approval 0 0 r USER: Public User aYM Product ARoroval Menu > Product or ARolication Search > Bgolication List > Application Detall 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 FL29844 New 2017 Approved General Impact Glass and Windows 290 West 78 Road Hialeah, FL 33014 (305)558-8103 tony@generalimpact.com Jose Zuniga tony@generalimpact.com Exterior Doors Swinging Exterior Door Assemblies • • •••• •••••• •••••• • •• •• •••••• •••• • ••••• •••••• •• • ••••• •• •• • •• •••••• •••••• • • • • • •• • •••••• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tillit Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 05/31/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL29844 RO COI GENERAL IMPACT 19-060 COI.PDF Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 https:llwww.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQv4tDgskLD6tCAhv%2bibU%2blagrzG%2b2cmGB9asMCCieVAigiMQ%2fQ%3d%3d 1/2 Product Approval Method Florida Building Code Online Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 06/20/2019 06/20/2019 06/26/2019 08/13/2019 FL # Model, Number or Name Description 29844.1 Series 24000 LMSZ Impact Resistant Door, Sidelite and Transom System made of Wet Glazed Outswing French Door w/ Transom or Laminated or Insulated Glass assembled with aluminum frame Sidelites and hardware. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL29844 RO II GENERAL IMPACT DWG 19-060 PED.PDF Verified By: Walter A. Tillit Jr., P.E. PE 44167 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +Varies/ -Varies Other: ASD Pressure rating varies. See schedule Sheet 21 of Evaluation Reports • 0000 F 2 44 R A EN RA iMPA P F• ... Created by Independent ThI d J". Yes installation drawings. See General Notes No 1, 4, and 5, Sheet 1 of installation drawings for limitations. • • • clack Next • • •••••• •• • ••••• Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1020 • • • • • • • . • . • • The State of Florida Is an AA/EEO employer. Qpyright 2007-2013 State of Florida.:: Privacy Statement :: A-4tly m n :: Refund•Statement • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to apublic-records reque:.�dpp nd1 end elecVtAca • • • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.3095. *Pursuint Co.S�p�ion 455.2 5(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 e"i4 a • provided may be used for official communication with the licensee. However email addresses are public record. If you do n•t•vish to supply a p•racpal address, phase . provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 496, F.S., please click here . Product Approval Accepts: 0000 ® ®® rCMtk Credit Card Safe https://www.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgskLD6tCAhv%2bibU%2blagrzG%2b2cmGB9asMCCieVAigiMQ%2fQ%3d%3d 2/2 /T1 L I E CO INC. TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. tilteco@aol.com FL P.E. Liccnsc No. PRODUCT EVALUATION REPORT FL CA.LiccngcNo. 00067169 REPORT No.: 19-0619.01 DATE: June 19, 2019 PRODUCT CATEGORY: Exterior Doors . . .... ...... PRODUCT SUB -CATEGORY: Swinging Exterior Door Assembliel .. .. .. ...... ' PRODUCT NAME: Series 24000 LMSZ Impact• • * esister t: - ' Outswinq French Door with Trari>; dM or v1lth '. 00000 • 0096:9 Sidelites. ; • •; •; • . . .. . ...... MANUFACTURER: General Impact Glass and Window COrp. .••••• •: 290 West 78 Road "" Hialeah, FL 33014 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to GENERAL IMPACT GLASS AND WINDOW CORP based on Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 Sixth Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 19-060, titled "Series 24000 LMSZ Impact Resistant ��,•cl French Door with Transom or with Sidelites" sheets 1 thru 24 of 24 d• �%v_ Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated O�l /39S�C •., drawing is an integral part of this Evaluation Report. N0.441fi7 OF ' 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - PRODUCT EVALUATION REPORT No. 19-0619.01 2.2. TEST REPORTS: Impact and Cyclic Tests as per protocol TAS-201 and TAS-203, and Uniform Static Load as per Protocol TAS 202 per sections 1626 and 1609.1.2 of the Florida Building Code. Test Reports prepared by Fenestration Testing Laboratory Report #8131 signed and sealed by Ms. Dalmis Ortega, P.E. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: ' • • • On "Series 24000 LMSZ Impact Resistant Outswing Frencli.J36pr wiffi6', Transom or with Sidelites" for Maximum Pressure Rating vs. Mawmum anchor*.: ��••; spacing, maximum Door's Sidelite Panel and Transom Panel width an0-4eight, and. Maximum Glass Size, based on rational and comparative analISM. and; jp.;. • accordance with sections 1604 and 1616 of the Florida Building Code, *Cblculati8ns prepared by Tilteco, Inc., dated 06/17/2019, signed and sealed by Vyltq;A. Tint,.: - Jr., P.E. . . .. . ...... 3. MISSILE IMPACT RESISTANCE: Large Missile Impact resistance is provided per TAS 201 (9 Ibs, 50 feet/sec, Large Missile) 4. WIND LOADS RESISTANCE: "Series 24000 LMSZ Impact Resistant Outswing French Door with Transom or with Sidelites" has been verified to sustain wind pressures. Maximum Glass Panel Dimensions, maximum Door Sidelite Panel and Transom Panel width and heights shall be as indicated on sheet 21 of Product Evaluation Document (P.E.D.), Drawing No. 19-060. Maximum Design Pressure Rating for Door, Sidelite Panel and Transom Panel and their connections for applicable substrates shall be as indicated on sheets 21 and 22, of Product Evaluation Document (P.E.D.), Drawing No. 19-060. 5. INSTALLATION: Installation shall be performed strictly in accordance with General Notes 1,4, 5, 8, 10, 11, 12, 13 and 14, indicated on sheet 1, and details indicated on sheets 5 thru 20 and 23, 24 of Product Evaluation Document (P.E.D.), drawing No. 19-060. Gaskets and setting blocks used at installations comply with section 241�i+! ��(/T'•. Florida Building Code as specified on Bill of Materials (components ?!� ;••,�lpS�c•'.`�'Q Sheet 3 of Product Evaluation Document (P.E.D.), drawing No. 19-00. No. 44167 — `ATE OF ..tOR10P.:��•` PRODUCT EVALUATION REPORT No. 19-0619.01 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 thru 4 of Product Evaluation Document (P.E.D.), Drawing No. 19-060. Anchor specifications shall be as indicated on sheet 1, of Product Evaluation Document (P.E.D.), Drawing No. 19-060. 7. LIMITATIONS AND CONDITIONS OF USE: .... 7.1. Shall be strictly in compliance with General Notes No. 1 thru 5: inolgated oh••' ...... sheet 1 of Product Evaluation Document (P.E.D.), Drawing No. 19-060eArePared.by. •, Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. ••"" .... ...... 7.2. Product may be installed within HIGH VELOCITY HURRICANg•�dNES-rose' ..... •• defined on section 1620.2 of the Florida Building Code and out of it. ••:": r90 ••:••' 7.3. Product shall only be installed into poured concrete, concrete blojV;%minyVn : � � Steel and wood structures with limitations indicated on sheet 1, nole9 of PrOC:Udt.• ' � • � • Evaluation Document (P.E.D.), Drawing No. 19-060. •• •••• . *000 Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). �,��'` N. TILL/ ""', X. JJENSF ••. '• No•167 44 , . i * ' cc p'• FtOFt\�P'��?��i GENERAL NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND 1. SERIES 24000 LMSZ IMPACT RESISTANT OUTSWING FRENCH DOOR W/ TRANSOM OR SIDELITES, SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. SERIES 24000 LMSZ IMPACT RESISTANT OUTSWING FRENCH DOOR W/TRANSOM OR SIDELITES MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES OR OUT OF IT. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 OF THE ABOVE MENTIONED CODE, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 3 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 3 BELOW. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MT USED IN THEIR ANALYSIS. A DURATION FACTOR CD=1.60 WAS USED TO VERIFY FASTENERS IN WOOD. THIS PRODUCT'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 1626 & 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203, PER FENESTRATION TESTING LABORATORY, INC. LAB REPORT #8131 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1616 do 1604 OF THE FLORIDA BUILDING CODE. 2. REMAINING COMPONENTS FOR THIS PRODUCT SHALL BE AS INDICATED ON BILL OF MATERIALS AND COMPONENT SHEETS 2, 3 AND 4 OF THIS DRAWING. IFnIm'zisIll►• : • : J:• 1•► 0 1:0 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER AS PER SHEET 2. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 8. WOOD BUCKS, BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE # 2, G=0.55, AND SHALL COMPLY WITH SECTION 2411.3.3.3 OF THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. (8.1) 2 x WOOD BUCKS MUST BE PROPERLY ANCHORED TO EXISTING STRUCTURE TO TRANSFER LOADS TO IT. ANCHORAGE IS INDEPENDENT OF DOOR FRAME ANCHORAGE. DOOR FRAME MUST BE SEPARATELY ANCHORED TO 2 x WOOD BUCK FOLLOWING DETAILS ON THIS DRAWING. (8.2) 1 x WOOD BUCK (OR ANY WOOD BUCK LESS THAN 2X) MUST BE PROPERLY ANCHORED TOEXIST�� ....... E US ATTACH 1 x WOODTURE TBUCKATOFER EXISTIINGDS TO IT. DOOR FRAME STRUCTURES BY DRIVNGNANCOR SHALLHOR THRUBBOTHED TQ►�y�P.:' I;,FN4 FRAME & 1 x WOOD BUCK INTO EXISTING STRUCTURE W/ PROPER EMBEDMENT AND EDG DISTANCE AS SHOWN ON THIS DRAWING. N0.4416 (8.3) DOOR FRAME MAY BE DIRECTLY CONNECTED TO EXISTING STRUCTURE WITH NO NEED OF I -0 STATE OF WOOD BUCKS WHEN MASONRY OPENING IS NO LARGER THAN ACTUAL DOOR OVERALL i�0'•.,Fj�R,O! DIMENSIONS. HOWEVER, SHIMS (SEE NOTE 10) MAY BE ALLOWED AT DOOR FRAME ANCHOR. NCHOR ��•�FSSIONAL� LOCATION IF NEEDED. (A) TO EXISTING POURED CONCRETE: (MIN. f'c = 2000 psi), MIN. EDGE DISTANCE (E.D.) = 3" — 1/4"0 TAPCON ANCHOR W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW/ (COMPONENT O ). (B) TO EXISTING A.S.T.M. C-90 CONCRETE BLOCK WALL MIN. EDGE DISTANC ) — 1/4"0 TAPCON ANCHOR W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED B LD IN (COMPONENT O ). (C) TO EXISTING 2xP.T. WOOD BUCK, MIN. EDGE DISTANCE (E.D.) — 1 /4"0 TAPCON ANCHOR W/ 1 1 /2" MIN. EMBEDMENT, AS MANUFACTURED B L INC. (COMPONENT 4 ). (D) TO EXISTING MIN. 1 f8n THICK ALUMINUM TUBE (6063—T5 ALLOYI MIN. EDGE DISTANCE (E.D.) = 1/2". �••••• — 1/4"0-14 TEK SCREW, AS MANUFACTURED BY ITW/BUILDEX, INC. (COMPONENT 2A �j•PWLLY •••• ENGAGED. 000:00• • 00 (E) TO EXISTING MIN. 16 GAGE STEEL MEMBER (MIN A-653 GRADE 33 OR A-36) • • • : •' MIN. EDGE DISTANCE (E.D.) = 1/2". ."". ;000;• — 1/4"0-14 TEK SCREW, AS MANUFACTURED BY ITW/BUILDEX, INC. (COMPONENT j��PULLY 0� • ENGAGED. • •• •• • •• 10. PROVIDE 1/4" MAX. LOAD BEARING SHIM, WHEN ALLOWED BY THIS DRAWING. : 0 •: •: • . • •• . . 11. DOORS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS. AAIY ' BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERKItt IS APPj1E_'06. TO. •..• 12. ALL DOORS COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING SHALL BE SEAL/CAULK TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL ALL AROUND FULL LENGTH. 13. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1715.5 OF THE FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 14. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (a) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (b) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (c) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA i P.E. SEAL/SIGNATURE/DATE FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) C2019 XTEOO, W IL EC01M�. T1WT TESTING & ENGINEERING COMPANY 6555 /LW. 361h SL. SO■. 305, VR0M GAMENS, FL 3316E Rion : (30E�71-1350 . Fa : (]03)071-1531 G-0006719 WALTER A. TIWT Jr, P.E. FLORIDA Lk- f 44167 SERIES 24000 LMSZ IMPACT RESISTANT DRAWN BY OUTSWING FRENCH DOOR W/ TRANSOM w P OR W/ SIDELITES WEST 78 ROAD 6/17/19 k70290 HNLEAH, FL 33014 PHONE: (305) 558-8103 DATE L m (305) 5w-6m ,X]Flpt ■n■w.9■"■roYmpmtoom r cuwss a wiNoaws 19-060 �C>'+�soGrvo� DRAWING No oo�rs we ar w omnv .u[ SHEET 1 OF 24 im 0" ,,� Il NACTIVE LOCK STILE 6063-T6 ALLOY 0.653"1 0.080" �- 2.000" 1.093" 1 2.842" 0.062" 4.000" SILL & HEAD FRAME 6 O DOOR & SIDELITE v 6063-T6 ALLOY p �0.�060" 0.388" _- 1.5 17" �- 1„LATHER STRIP ADAPTER V 6063-T6 ALLOY 0.107" IL _- R0.500+�0" 0.500" 0.524" 1ti (--0.614" 14 SCREW COVER FOR TRANSOM `J 6063-T6 ALLOY 0.125" 2.000" 1.750" Q&ACTIVELOCK STILE 3-TOY 3.802" 0.094' 0.626" 782" ili HINGE & LOCK STILE �6063-T6 ALLOY 6. 1.500" 2.126" FRAME HEAD & JAMB O SIDELITE & HEAD O DOOR 5 6063-T6 ALLOY • • 0.080' ' • •••• oA-\TOP & BOTTOM RAIL '• 6063-T6 ALLOY • • i • • T0.062" - 1.594" I--- V6-063-T6ALLOY IDELITE JAMB & TRANSOM INSERT ppG& ZLAMINATEDINSUOLATED GNL.AASS `v� 6063-T6 ALLOY HOLE 27 SHOOT BOLT GUIDE 6063-T6 ALUMINUM ANGLE 0.760" 0.062" 4"1.517-" GLAZING BEAD nLAMINATED-INSULATED -��6" v 0.760" r 0.062" __� 1.505" 1-- GLAZING BEAD FOR n LAMINATED GLASS- 7/16" �� 6063-T6 ALLOY 2.090" RO.500" 0.107" 1 0.150 t .7� 0.62T6" t .60� 4" t .68 4" �0y T 0.050" 0.638" 2.000" -.4 STILE FOR SIDELITE PANEL 1 `5 6063-T6 ALLOY COMPONENTS. SCALE: 3/8"=1 " SCREW COVER FOR DOOR JAMB, 16 DOOR HEAD & SIDELITE JAMB �J 6063-T6 ALLOY g : No. ,,�_• 16 � '• STD OF P.E. SEAL/SIGNATURE/DATE •••••• • 1.062" • • • • • 0.352" ' • • • • • • 2.000" ; • GLAZING ADAPTER SIDELITE & TRANSOM FOR 00 9 LAMINATED & LAMINATED-INSULATEb GLASi e •••• 6063-T6 ALLOY 1.093" 0.428" 0.060" AHEAD & SILL COVER PLATE �� 6063-T6 ALLOY _T- o 2.000" 1 o 0.5" 0 (QUALIFIES t") t- o o 3.750" 0 7.750" 0 0.125" 1.5" 1 0 (TYP.) (QUALIFIES o 1.585") 2.000" o 1 o 1�?ETAINER C --� 3.500^ (U-CHANNEL) 63-T6 ALLOY 6�1EXTRUDED HINGES 0 5" LONG �`� 6063-T6 ALLOY FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) 02019 TILTECO, INC IL E C O INC. 71LUT TESTING & ENGINEERING COMPANY 6355 N.W. 3bh St, Sa. 305. %IMM CAFWM Fl. 33IN Ph n : (3M)E71-1&W . Fa.: (=)671-1531 CA-ODD6719 WALTER A. TILUT Jr. P.E. FLORIDA Lie. f 44167 SERIES 24000 LMSZ IMPACT RESISTANT DRAWN BY OUTSWING FRENCH DOOR W/ TRANSOM ►1 P OR W/ SIDEUTI S 290 WEST 78 ROAD 6/17/19 HWEAH. FL 33014 PHONE_ (305) 558-8103 DATE FAX (305) 558-6665 . 9•nuv6mpoct.eom 19-060 DRAWING No mmonm Iev< SHEET 2 OF 24 E 3 4 5 6 7 8 9 10 11 13 15 16 17 18 19 20 21 22A 23 24 25 26 27 27A 28 29 29A 30 31 33 34 35 38 DESCRIPTION INACTIVE LOCK STILE HINGE & TOP & B( SIDELITE JAMB & TRANSOM INSERT GLAZING ADAPTER DOOR FOR LAMINATED & LAMINATED -INSULATED GLASS GLAZING ADAPTER SIDELITE & TRANSOM FOR LAMINATED & LAMINATED -INSULATED GLASS WHEATHER STRIP ADAPTER GLAZING BEAD FOR LAMINATED -INSULATED GLASS-13/16" GLAZING BEAD FOR LAMINATED GLASS-7/16" HEAD AND SILL COVER PLATE STILE FOR SIDELITE PANEL SCREW COVER FOR DOOR JAMB, DOOR HEAD & SIDELITE JAMB #14 x 1 1/2" S.S. TEK SCREW 5" FROM JAMBS, BALANCE @ 12" O.C. #12 x 1" PAN HEAD S.S. TEK SCREW 6" FROM ENDS, BALANCE @ 7" #14 x 2 1/2" H.H SCREW, 5" FROM JAMBS, BALANCE @ 12" O.C. #10 x 1" F.H. S.S. TEK SCREW @ 8" O.C. RETAINER CLIP TAPCON (ITW /BUILDEX) CONCRETE ANCHOR TEK SCREW (ITWBUILDEX) EXTRUDED HINGES DIMENSIONS/REMARKS SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 SIDELITE JAMB INSERT -TRANSOM INSERT & RETAINER CLIP SCREW DOOR-SIDELITE-TRANSOM (FRAME ASSEMBLY) -180 Ksi TENSILE STRENGTH GLAZING ADAPTER & FRAME HEADMAMB ASSEMBLY & HINGE/LOCK STILE AT DOOR PANEL, W/ (2) #14x3/4 TEK SCREWS TO STILES, JOINS RAILS W/ STILES 35 1/4" 0 -SEE GENERAL NOTE ON SHEET 1 1/4" 0 - SEE GENERAL NOTE ON SHEET 1 3 12" X 7 3/4" POWDER COATED W/ (6) #10-20x7ll6" F.H. S.S. MS TO FRAME & W/ (5) #10-24x7/16" F.H. S.S. MS TO DOOR PANEL GLAZING BULB 0.250"xO.345" (ULTRAFAB) FIN SEAL PILE W/ PLASTIC ULTRAFAB SEAL WEATHER STRIPPING PRO-LON SHOOT BOLT TOP & BOTTOM 3/80 x2" (2) REQ'D @ ACTIVE +(2) REQ'D @ INACTIVE. PENETRATE 2" MIN. INTO HD/SILL SHOOT BOLT GUIDE TOP & BOTTOM SEE DETAIL SHEET 24.1 12" x 1 12" x 1/8" x 0'-1 12", 6063-T6 ALUMINUM ANGLE 1/4" DRIVE ROD TOP & BOTTOM 3 POINT LOCK ACTIVE HANDLE W/ CYLINDER LATCH & DEAD BOLT STRIKE, LEVER COMPRESSION LOCKI MANUFACTURED BY ASSA ABLOY 2 POINT LOCK ACTIVE HANDLE W/ INSTALLATION AT (2) #8-32 x 7/16" SCREWS PER PANEL & TWIN BOLT LOCK W/ (1) #8-32 x 7/16" SCREW PER PANEL MANUFACTURED BY ASSA ABLOY STRUCTURAL SILICONE DOW CORNING 995 ALL AROUND GLASS NON STRUCTURAL SILICONE DOW CORNING CONTRACTORS AS SHOWN CONCRETE SEALANT (CCS) FLUSH BOLT SETTING BLOCK CONTINUOS THREADED ROD WEEP HOLES HARDWARE 3/8"0, W/ (4) S.S. 1/16" HIGH x IA51 'it�P`,�� A •�CEF No. 44 TO 3 AND 2 POINT LOCK) ASSA ABLOY, 7 mm ROD W/ (2) # 8 x 12" SMS TO STILE URITY NUTS W/ NYLON INSERT EACH DOOR PANEL (2 PER DOOR) LONG @ THRESHOLD (2 PER DOOR) i� SEAL/SIGNATURE/DATE MATERIAL 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6Q63-Tr2.. • 6 ?6 • • . .... • 6063r16. 1..'.: ..:. . 606& 6. 608048 ••••• 60nT8- •• •• ••• .... S E STEEL ; STEEL. ....�. '..` STEfL '• "` 6063-T6 STEEL STEEL 6063-T6 VINYL FOAM STEEL ALUMINUM ALUMINUM SILICONE SILICONE SILICONE LATED ST FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCFIY HURRICANE ZONE) 02019 TILTECO, PC SERIES 240DO LMSZ IMPACT RESISTANT OUTSWING FRENCH DOOR W/ TRANSOM OR W SIDELNTES DRAWN BY MP 290 WEST 7e ROAD HXWt FL 33014 PHONE; (305) 5W-8103 WFp0AW" 6/17/19 DATE LE C O II N C. TILLFT TESTING do ENGINEERING COMPANY e355 N.W. 3Wh 3L, Sb. 30% VOWU G4t0ETe5, IL 33IN PIM (3M)871-1510 . FM : (305)071-1531 G-00LLIT J WALTER A. TILLR Jr. P.E —.g." rapoct— FAX (305) 5%-5MO679 cre rsaGraaa 19-060 DRAWING No i[r. r oa�1o. avc tv... .omra1 ou[ FLORIDA Lic. 111 44167 a SHEEF 3 OF 24 BILL OF MATERIALS (CONT'D) COMPONENT DESCRIPTION MATERIAL 7/16" NOMINAL LAMINATED GLASS W/ 3/16" H.S. GLASS +0.090" 36 DUPONT TROSIFOL INTERLAYER BY KURARAY AMERICA INC., GLASS + 3/16" H.S. GLASS. 13/16" INSULATED -LAMINATED GLASS W/ 3/16" TEMPERED GLASS OUT BOARD 37 -1/4 ARGON SPACER + 3/16 H.S. + 0.090" DUPONT TROSIFOL INTERLAYER GLASS BY KURARAY AMERICA INC., + 3/16" H.S. INBOARD OGOO . ., .. .. .. OGG .. . . 7 16 NOMINAL 13/16" NOMINAL •O* •••• • •• . • . .000 :36 i 0.030" THK. 6063—T5 ALUMINUM EXTERIOR 30 EXTERIOR 37 SPACER ALL AROUND 24 30 � Cl w 12 32 � 11 �<� �(4w ; 32 Q,�w �Q� I 8 34 °� LD �' 34 20 20 GLAZING DETAIL 1 GLAZING DETAIL 2 AT�)6 AT SCALE: 1 /2 =1 ' SCALE: 1 /2"=1 " 1�� '��•••,... •/J''L FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) `\\\\� ��:'•�('iE S'F •.': osD1e T�TECO. uvc SERIES 24000 LMSZ IMPACT RESISTANT DRAWN 8Y OUTSWING FRENCH DOOR W/ TRANSOM M.P. NO. , OR W SIDEUTES :• STATE OF � �� L E C OINC, K r� 76 ROAD 6/D1 19 HHLEAt1, FL 33014 TINT TESTING & ENGINEERING COMPANYWIFE, PHONE (305) 558-8103 •., A '• ��'�, 035e H.W. Sent SL, 51a 305, Vfi47iW GAROE?,L, R. 53166 FAX: (305) 558-15M fit► ., ORI � : (305)e71-153e . Fm : (305)e,1-,>s, RAL m.w.ge:bra:mpacL.com 19-060 �% '~ACM �� CA—OOD671 s TlEr GYms �'ONA ENil � WAL.TER A. TILLIT Jr. P.E. r. •. eoaeror ra r 0. �,�:, DRAWING No ��ii»��%P!E. SEAL/SIGNATURE/DATE FLORIDA L.Ic. � 44167 : _ � SHEEP 4 OF 24 DOOR DOOR DOOR SASH WIDTH SASH WIDTH SASH WIDTH (SEE SCHEDULE (SEE SCHEDULE --(SEE SCHEDUL SHEET 21) SHEET 21) SHEET 21) A/11 A/11� PSE DR 2 DETAIL 1 24 4" OR 2 DETAILI /24 (SEM. �4" �'4" SCHEDU / (�4" I TYP. ��j 4" SEE SCHEDULE //fi` fflLFll1[//YllYll� �� (Sim L i� 1.. ,L I �ntcl LL Irr. ' � SHEET 22 TYP. 11' 104 t � � D.L.O.W(DTH D.L.O.WIDTH D.L O.WIDTH DOOR SEE SCHEDULE "S"(SEE SCHEDULE (SEE SCHEDULESCHEDULE-- (SEE SCHEDULE "S"(SEE SCHEDULE •��•• FRAME HEIGHT SHEET 21) SHEET 22) DOOR SHEET 21) SHEET 21) SHEET 22) �••• �� •• • (SEE SCHEDULE FRAME HEIGHT �• ��•�•� •• •� �• • • �•� SHEET 21) 6 9 DOOR OR SASH HEIGHT (SEE SCHEDULE SHEET 21) �f 9 \\ OR I DOOR •••�•• •••• ;� �•� • D.L.O. HEIGHT (SEE SHHEE SCHEDULE OR ®38" (SEE SCHEDULE SHEET 21) D.L.O. HEIGHT "�-� OR • OR SASH HEIGHT (SEE SCHEDULE ...... •••••• ,• •••• „ „• \ (SEE SCHEDULE \ SHEET 21) .••.�• 0• •*0 T 2i) / \ SHEET 21) \ 38,E ...... \ \ g D/14 \ \ D/14 E/15 i \ \ r E/15 .. .. . .. . .... ..... v \ � v ' - • X \ 5 7 8„ X / X 5 7/8„ �� 1 „ _ _ _ _ _ \ TYP. H INACTIVE \ / ACTIVE TYP. QqVJ L-4„ 4„—J 1 DETAIL 1 /24' 5 1 /8" (TYP. TOP & A/114 TYP' BOTTOM) DOOR FRAME WIDTH (SEE SCHEDULE-' SHEET 21) TYPICAL EXTERIOR ELEVATION SINGLE DOOR CJ74-" 4" DETAIL 1 /24 A/1144 (TYP. TOP & CLL BOTTOM) OR TYPICAL EXTERIOR ELEVATIONS FOR SINGLE & ##jjj1" DOUBLE DOOR WJ 0 TRANSOM NOR SIDELITE 3/8"-1 0 No s S 1 /8" R OF (4). (5) OR (6) 2® TYP. (SEE SCHEDULE SHEET 22) TYP. TOP & BOTTOM DOOR FRAME WIDTH (SEE SCHEDULE SHEET 21) TYPICAL EXTERIOR ELEVATION DOUBLE DOOR •�•.,� �, FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) S� •.•••'• SERIES 24000 LMSZ IMPACT RESISTANT ozols TIlTECO. RrC 1 OUTSWING FRENCH DOOR W TRANSOM DRAWN BY OR W SIDELRES M.P. E,of�� /11LIECO �Nc. HKEAK F6,� 6,17,19 ++ TILUT TESTING do ENGINEERING COMPANY PHONE: (305) 558-8103 DATE �l©.•'• �' *i 6sss N.W. 3W, SL. s». 3M VMW GARDENS. n 3310a FAX: (365} 568-6665 It` �.: (30 WI-;s3D . Fm : (305)071-153, GENERAL r•..yenaoRmpocteom 19-060 Lmrwcr G,,,.SS a W0Noows •• r` ��1 CA- OOV19 grF caaJrh&tio,r WALTER A. Tuff Jr. P.E_ wf.1b omwm wt ar.N. eaanu� .oi DRAWING No �� SEAL/SIGNATURE/DATE FLORIDA Lk # "167 ' ' sHEEr s of 24 5" TRANSOM D.L.O. MIS HEIGHT(SEE HEIGHT (SEE v SCHEDULE SHEET 21) SCHEDULE DETAIL SHEET 21) 1/24— (SIM.) TRANSOM WIDTH (SEE SCHEDULE ],,. SHEET 21) B/1244 F/16 "S"(SEE SCHEDULE SHEET 22) /CLUSTER OF (4) / , j OR 0TYP. „ 5" TYP. TRANSOM D.L'.0. ME HEIGHT(SEE HEIGHT (SEE T SCHEDULE SHEET 21) SCHEULE DETAIL SHEET 21) 1 /24- (SIM.) B/1 TRANSOM WIDTH SCHEDULE SHEET 21 4,4„. 4" D.L.O.WIDTH >EE SCHEDULE SHEET 21) "S"(SEE SCHEDULE SHEET 22) LUSTER OF 1 4) OR (6) 2© OR 2 (SEE SCHEDULE HEET 22) i \ T A •••• "(SEE SCHEDULE / \\ SEE SCHEDCIip . D.L.O.WIDTH SHEET 22) D.L.O.WIDTH D.LO.WIDTH SHEET 22) Tf'r;•• • DOOR (SEE SCHEDULE DOOR FRAME HEIGHT � (SEE SCHEDULE (SEE SCHEDULE '��• � •� (SEE SCHEDULE SHEET 21) FRAME HEIGHT SH�ET 21) SHEET ?\) SHEET 21) / (S SHEET EE H21) LE f © OR // 9 \ "S"(SEE SCHEDUCE"' ' DOOR \ SHEET 22) "•DOOR" •09 OR SASH HEIGHT CJ OR 6 :'SAS4 HEIGHT D.L.O. HEIGHT ® (SEE SCHEDULE 1 OR SEE•SCH96WLt. (SEE SCHEDULE © SHEET 21) D.L.O. HEIGHT \ \ (SEE SCHEDULE © © �( 6 0 21�.. SHEET 21) \ 38 SHEET 21) / b • � ' D/14 \ \ \ D/14 E/15 \ \ / / � E/15 \ 7 8„ / / - 5 7/8„ / X X 1 „ TYP. INACTIVE- / ACTIVE TYP. f g - - ' -- �4„ 4» 8 IT4 „ 4 1 4» DETAIL 1 /24 Bi12, �., 5 1 /8" DETAIL 1 /24 TYP. 5 1 /8" (TYP. TOP & TYP. B/12, TYP. LUSTER OF BOTTOM) DOOR (TYP. TOP & DOOR DOOR (4 (5) OR SASH WIDTH BOTTOM) (SEE SCHEDULE — SHEET SASH WIDTH SASH WIDTH (6) �2 OR 2 (SEE SHEET 21) (SEE SCHEDULE"�+(SEE SCHEDULE-'- SCHEDULE S ET 22) SHEET 21) SHEET 21) DOOR DOOR FRAME WIDTH FRAME WIDTH (SEE SCHEDULE SHEET 21 (SEE SCHEDULE- -`- TYPICAL EXTERIOR ELEVATION SHEET 21) DOUBLE DOOR W/ TRANSOM TYPICAL EXTERIOR ELEVATION""' SINGLE DOOR W/ TRANSOM p�••, IrJ FLORIDA BUILDING CODE (HIGH &NON HIGH VELOCITY HURRICANE ZONE) �C�N ••••� 02019 TILTECO. INC SERIES 24000 LMSZ IMPACT RESISTANT DRAWN BY : OUTS" FRENCH DOOR W/ TRANSOM MP TYPICAL EXTERIOR ELEVATIONS FOR SINGLE' _• N0•44 67 OR W SIDEL(TES * /TILIECO N C. 290 WEST 78 ROAD 6/17/19 / 7 / H W.EAH, FL 33014 & DOUBLE DOOR W/ TRANSOM a ` Of W TIT TESTING ENGINEERING COMPANY PHONE. (305) 558-8103 DATE ,> '• 1-(/ o3as KW. 3eM StSbL aos WlroeeA cAnoers n riles GENERAL q Gmp-em ��Q• • 40 QT; - - Pna,.: (aaels>t-1sw . va : (sosk7+-+sal T c. LWACLwss a w"Dows 19-060 3/8 =1'-0" I�/'�•''••........• a� fit, CA-0006719 z c s ..IS WALTER A. TILLIT Jr. P.E. �, mane. ruc r r cawroM „n DRAWING No too FI.ORIDA Lk 44167 = srtEEr 6 OF 24 FRAME HEIGHT FOR DOORS & SIDELITES (SEE SCHEDULE SHEET 21) D.L.O. HEIGHT (SEE SCHEDULE SHEET 21) G/17 MAX. SASH WIDTH SEE SCHEDUL SHEET 21) C/13-41 D.L.O.WIDTH (SEE SCHEDULE SHEET 21) X 5„ I C/13, MAX. SIDELITE WIDTH (SEE SCHEDULE SHEET 21) NOTE: * (I) SINGLE OR DOUBLE FRENCH DOORS MAY BE COMBINED IN ANY SUCCESSIVE ARRANGEMENT JOINTLY WITH FIXED GLASS SIDE LITES TO CONFORM TO ANY INSTALLATION. FOR THIS COMBINATION TO BE FEASIBLE THE FOLLOWING PROCEDURE & REQUIREMENTS SHALL BE APPLIED: (I.1) INTERIOR MULLIONS BETWEEN SIDE LITES SHALL ALWAYS CONSIST OF MULLION DESCRIBED ON SECTIONS G.H.I_J SHUTS 17 THRU 2Q OF DRAWING 19-060. (I.2) DOOR JAMB MULLIONS SHALL CONSIST OF MULLIONS DESCRIBED ON SECTIONS G.H.I.J SHEETS 17 THRU 22 OF DRAWING 19-060. (I.3) JAMBS SHALL ALWAYS BE ATTACHED TO EXISTING SUBSTRATES W/ ANCHORS AS PER GENERAL NOTE 2, SHEET 1 & AS SPACINGS PER SCHEDULE ON SHEET 22 OF DRAWING 19-060. (I.4) TOP & BOTTOM ANCHORS FOR INTERMEDIATE SIDE LITES MULLION AS WELL AS DOOR JAMB MULLIONS SHALL BE AS INDICATED ON ELEVATIONS SHEETS Z THRU 1Q OF DRAWING 19-060 AND SCHEDULES ON SHEET 22. (II) SUCCESSIVE SIDE LITES MAY BE INSTALLED AT RESIDENTIAL BUILDINGS AS LONG AS THE FOLLOWING PROCEDURE AND REQUIREMENTS APPLY. (II.1) JAMBS ARE ATTACHED TO EXISTING SUBSTRATE AT BUILDINGS W/ANCHORAGE AS PER SCHEDULES ON SHEET 22. (II.2) INTERIOR MULLIONS ARE PROVIDED BETWEEN SIDE LrrES & CONSIST OF MULLIONS DESCRIBED ON SECTIONS G,H,I,J, SHEETS -Z THRU gQ OF DRAWING 19-060. (II.3) INTERIOR MULLIONS BETWEEN SIDE LITES ARE ANCHORED TOP & BOTTOM W/ANCHORAGE PER SCHEDULES SHEET 22 OF DRAWING 19-060. DOOR MAX. SASH WIDTH MAX. MAX. SASH WIDTH (SEE SCHEDUL SASH WIDTH SASH WIDTH ;EE SCHEDUL SHEET 21) (SEE SCHEDULE -(SEE SCHEDULE - SHEET 21) A/11 , SHEET 21) SHEET 21) DETAIL 1/24 2 OR 2 4"TYP. (SIM.) 4"TYP. (SEE SCHEDUL [SHEET 22) TYP. D.L.O.WIDTH (SEE SCHEDULE D.L.O.WIDTH (SEE SCHEDULE --!._(SEE D.L.O.WIDTH SCHEDULE D.L.O.WIDTH / „ SHEET 21) SHEET 21) SHEET 21) (SEE SCHEDULE S (SEE SCHEDULE. •••� SHEET ZL) '•• •• •;• SHEET 21) / 9 OWOR & S117CLITE " "' QR OR © 36 / •0•'•SASH HEIGHT :. S('.MENKE • ..: OR I 0 OR OR .•:• SEE •�� •• �•• ® \� ©38„ ® SHEET 21) ...... .. .. .. . .. .. .. ... ...... G/17 . . . . .. ... \ . . . •• 0 X �� 0 0 8 A/11, DETAIL 1 /24 (TYP. TOP & BOTTOM) MAX. DOOR MAX. MAX. SIDELITE WIDTH FRAME WIDTH SIDELITE WIDTH SIDELITE WIDTH ;SEE SCHEDUL (SEE SCHEDUL (SEE SCHEDULE --(SEE SCHEDUL SHEET 21) SHEET 21) SHEET 21) SHEET 21) TYPICAL EXTERIOR ELEVATION OF SINGLE DOOR W/ SIDELITES 3/8"=1 '-O" EN No.44 Ir -0 STKI .610 SEAL/SIGNATURE/DATE FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) 02019 IXTECO, NC TTI-L ECO ,Nc. TILLIT TESTING & ENGINEERING COMPANY G&M H.M. 3ML S4 S1a 305. VRGfM GI1ROM FL 331W P,im.: (=5)871-15= . Fax : (305)971-15a1 CA—ODD6719 WALTER A TILUT Jr. P.E. FLORIDA Lit. / 44167 SERIES 24000 LMSZ IMPACT RESISTANT DRAWN BY OUTSWING FRENCH DOOR W/ TRANSOM M.P. OR W/ SIDELITES 290 WEST 78 ROAD 6/17/19 H6ILFAH. FL 33014 PHONE (305) 558-8103 DATE FAX: (305) 555—OM ...,.gw—almpocL— 19-060 DRAWING No am SHEET 7 OF 24 FRAME HEIGHT FOR DOORS & SIDELITES (SEE SCHEDULE SHEET 21) D.L.O. 'HEIGHT (SEE SCHEDULE SHEET 21) MAX. SASH WIDTH ;EE SCHEDUI SHEET 21) C/1341 D.L.O.WIDTH (SEE SCHEDULE SHEET 21) 10, 5„ I C/13 MAX. SIDELITE WIDTH (SEE SCHEDULE SHEET 21) MAX. SASH WIDTH SEE SCHEDUI SHEET 21) D.L.O.WIDTH (SEE SCHEDULE SHEET 21) n 5 1/8" MAX. TYP. SIDELITE WIDTH (SEE SCHEDULE-' SHEET 21) NOTE; * (I) SINGLE OR DOUBLE FRENCH DOORS MAY BE COMBINED IN ANY SUCCESSIVE ARRANGEMENT JOINTLY WITH FIXED GLASS SIDE LITES TO CONFORM TO ANY INSTALLATION. FOR THIS COMBINATION TO BE FEASIBLE THE FOLLOWING PROCEDURE do REQUIREMENTS SHALL BE APPLIED. (I.1) INTERIOR MULLIONS BETWEEN SIDE LITES SHALL ALWAYS CONSIST OF MULLION DESCRIBED ON SECTIONS G.H.I.J SHEETS ]Z THRU 2Q OF DRAWING 19-060. (I.2) DOOR JAMB MULLIONS SHALL CONSIST OF MULLIONS DESCRIBED ON SECTIONS G.H.I.J SHEETS R THRU 2Q OF DRAWING 19-060. (I.3) JAMBS SHALL ALWAYS BE ATTACHED TO EXISTING SUBSTRATES W/ ANCHORS AS PER GENERAL NOTE % SHEET 1 & AS SPACINGS PER SCHEDULE ON SHEET 22 OF DRAWING 19-060. (I.4) TOP do BOTTOM ANCHORS FOR INTERMEDIATE SIDE LITES MULLION AS WELL AS DOOR JAMB MULLIONS SWILL BE AS INDICATED ON ELEVATIONS SHEETS .2 THRU _Q OF DRAWING 19-060 AND SCHEDULES ON SHEET 22. 00 SUCCESSIVE SIDE UTES MAY BE INSTALLED AT RESIDENTIAL BUILDINGS AS LONG AS THE FOLLOWING PROCEDURE AND REQUIREMENTS APPLY. (II.1) JAMBS ARE ATTACHED TO EXISTING SUBSTRATE AT BUILDINGS W/ANCHORAGE AS PER SCHEDULES ON SHEET 22. (II.2) INTERIOR MULLIONS ARE PROVIDED BETWEEN SIDE LITES do CONSIST OF MULLIONS DESCRIBED ON SECTIONS G,H.I.J. SHEETS ,]Z THRU 22 OF DRAWING 19-060. (II.3) INTERIOR MULLIONS BETWEEN SIDE LITES ARE ANCHORED TOP & BOTTOM W/ANCHORAGE PER SCHEDULES SHEET 22 OF DRAWING , 9-060. DOOR SASH WIDTH ~(SEE SCHEDUI SHEET 21) A/11491 D.L.O.VODTH (SEE SCHEDULE SHEV 21) OR X INACTIV \ DOOR SASH WIDTH SEE SCHEDUI SHEET 21) TYP. D.L.Q.WIDTH (SEE SGHEDULE SHEET\21) ' 91 \ \ ,) CLUSTER OF (4 (5) OR (6) ©2 OR 2 (SEE SCHEDULE SHE 22) TYP. TOP & BOTTOM DOOR FRAME WIDTH SEE SCHEDULE SHEET 21) MAX. SASH WIDTH (SEE SCHEDUI SHEET 21) DETAIL 1 /24 ,--(SIM.) D.L.O.WIDTH (SEE SCHEDULE SHEET 21) E DETAIL 1 /24 (TYP. TOP & BOTTOM) MAX. SIDELITE WIDTH ;SEE SCHEDULE SHEET 21) TYPICAL EXTERIOR ELEVATION OF DOUBLE DOOR W/ SIDELITES 3/8"=1 '—O" MAX. SASH WIDTH ;EE SCHEDUI SHEET 21) 4"TYP. D.L.O.WIDTH (SEE SCHEDULE SHEET 21) OR 9 MAX. SIDELITE WIDTH (SEE SCHEDULE SHEET 21) -2 OR 22 (SEE SCHEDUL SHEET 22) TYP. "S"(SEE SCHEDULE SHEET 22) . . ...:. .. ... DOOq- &. ZIDELITE SAJH HEIGHT ...'.. (SEE 3CHEDUL 7, SMEE2.21) • • ...... . .... .... . . .. ... M1118 •. . .. ..... 1. �% 1 1/6111 04 N. T', • T� FLORIDA BUILDING CODE (HIGH &NON HIGH VELOCITY HURRICANE ZONE) �31►Q'r GEN o20t9 TETECO, IWC SERIES 24000 LMSZ IMPACT RESISTANT � DRAWN HY OUTSWING FRENCH DOOR W/ TRANSOM MP N0.44 6 OR W SIDELRES /7i-L �; (� TILLLT TESTING & ENGINEERING COMPANY PHONE (305) 558-8103 DATE rEC -0, m c 290 WEST 78 RW 6/17/19 of HIALEAH. FL 3W14 •' . ,•nnLL O�•' • 2 ,►! 035s N.M. 3WL SL, st. 3m vm � Gkgmw, n 33104 : (3os) 55a-sass 19-060 U17 ;p, p•'••0.. {�9 R,ee.: (305)S71-11 0 . F- T305WI-1531 G ACTN aRAL 4enero6mpact.com t WALTER A TILLTT Jr. P.E my. W oom"m utc icv. w wrsna� ml DRAWING No I'I�FSS�ON o't. SEAL/SIGNATURE/DATE FLORIDA LIO. i 44167 ' ', SHEET 8 OF 24 FRAME FOR I & SID (SEE S( SHEE DOOR `UNLIMITED NUMBER OF SIDELITES SASH WIDTH I MAX. MAX. (SEE SCHEDULE— SASH WIDTH SASH WI[ SHEET 21) (SEE SCHEDUL (SEE SCHE A/11, SHEET 21) SHEET 2 DETAIL 1 /24 —4"TYP. (SIM.) 4"TYP �— ' i / / HEIGHT )OORS . •S•�(SEE SCHEDULE D.L.O.WIDTH (SE E SCHEDULE D.L.O.WIDTH (SEE SCHEDULE D.L.O.WI ELITES SHEET 22 SHEET 21) SHEET 21) (SEE SCHE :HEDULE / SHEET f 21) / D.L.O. HEIGHT © OR Q 36 OR (SEE SCHEDULE / SHEET 21) \ 38" ® OR OR 3 I/19 \ \ 5 7/8" F TYP. X 0 0 i 8 „ 5 , A/11� DETAIL 1 /24 TYP. (TYP. TOP & BOTTOM) DOOR MAX. MAX. FRAME WIDTH SIDELITE WIDTH SIDELITE k.7tt .31-ntUUL.L kJLL J::HLUULL SHEET 21) SHEET 21) ,TH )Ut 1) WIDTH (SEE SCHEDULE SHEET 21) MAX. SASH WIDTH SEE SCHEDUI SHEET 21) C/13, I--4"TYP. D.L.O.WIDTH (SEE SCHEDULE SHEET 21) C/1344 5" TYP MAX. SIDELITE WIDTH (SEE SCHEDULE SHEET 21) TYPICAL EXTERIOR ELEVATION OF NOTE: * SINGLE DOOR Wf SIDELITES (I) SINGLE OR DOUBLE FRENCH DOORS MAY BE COMBINED IN ANY SUCCESSIVE ARRANGEMENT JOINTLY WITH FIXED GLASS SIDE L1TE5 TO 3/8"=1'-0" CONFORM TO ANY INSTALLATION. FOR THIS COMBINATION TO BE FEASIBLE THE FOLLOWING PROCEDURE & REQUIREMENTS SHALL BE APPLIED: (I.1) INTERIOR MULLIONS BETWEEN SIDE LITES SHALL ALWAYS CONSIST OF MULLION DESCRIBED ON SECTIONS G-H.I.J SHEETS 17 THRU M OF DRAWING 19-060. (1.2) . DOOR JAMB MULLIONS SHALL CONSIST OF MULLIONS DESCRIBED ON SECTIONS G.H.I.J SHEETS u THRU 2Q OF DRAWING19-06 (I 3) JAMBS SHALL ALWAYS BE ATTACHED TO �� • r - 2? OR 22 (SEE SCHEDUL SHEET 22) TYP. SEE SCHEDULE SHEET 22) DOOR & ' SIDELITE SASH HEIGHT (SEE SCHEDULE SHEET 21) I--_ ----------------------'----_....__.__................ QUALIFIES MIRROR CONFIGURATION TOO. EXISTING SUBSTRATES W/ ANCHORS AS PER GENERAL NOTE I SHEET 1. & AS SPACINGS PER SCHEDULE ON SHEET 22 OF DRAWING 19-060. 011, �/FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) •'•••••• ••• Z (I.4) TOP & BOTTOM ANCHORS FOR INTERMEDIATE SIDE L(TES MULLION AS WELL AS DOOR JAMB MULLIONS SHALL BE AS ,\' •�yGEN F 0�19 TM�� I SERIES 24000 LMSZ IMPACT RESISTANT NC DRAWN BY INDICATED ON ELEVATIONS SHEETS 7 THRU 14 OF DRAWING 19-060 AND SCHEDULES ON SHEET 22.OUTSWING FRENCH DOOR W/ TRANSOM. M.P. (II) SUCCESSIVE SIDE LITES MAY BE INSTALLED AT RESIDENTIAL BUILDINGS AS LONG AS THE FOLLOWING PROCEDURE AND REQUIREMENTS • +~10.44 67 OR W SIDELITES APPLY. :_ 1 L E C O I N C. 2W WEST 78 ROAD 6/17/19 ( II.1) JAMBS ARE ATTACHED TO EXISTING SUBSTRATE AT BUILDINGS W/ANCHORAGE AS PER SCHEDULES ON SHEET �. A Of is • �f 9 TILLIT TESTING Ac ENGINEERING COMPANY p1pN�E AH. F � '14 DALE (II.2) INTERIOR MULLIONS ARE PROVIDED BETWEEN SIDE LTTES & CONSIST OF MULLIONS DESCRIBED ON SECTIONS G,H,I,J, SHEEt ;5 ••. •••�0 1Q ,• .� !!!! ISM Itw. 3W SL, $1& �. VIROM CAROM a 331� FAX: (305) 698-am lZ THRU yQ OF DRAWING 19-060. — 01� • .... ••..� ,4 Pna�.: (,,,,,,-'��t9 (,0,)„1-1S3 GENERAL •�•*.verovac 19-060 '• uv..,ct cuss a w�Noows (II.3) INTERIOR MULLIONS BETWEEN SIDE UTES ARE ANCHORED TOP & BOTTOM W/ANCHORAGE PER SCHEDULES SHEET jj OF '� • A �"ca"-Vbfi ibn DRAWING No DRAWING 19-060. i��' SSlO E 1,• +p WALTER A. TLUr Jr. P.E. I ar. 0.1 MA Jay... cacwq.. I we SEAL/SIGNATURE/DATEIDA Lccf 44167 = a SHEET 9 OF 94 FRAME FOR I & SID (SEE S( SHEE UNLIMITED NUMBER OF SIDELITES DOOR DOOR SASH WIDTH SASH WIDTH MAX. MAX. (SEE SCHEDUL (SEE SCHEDULEiI 5A5H WIDTH SASH WI[ SHEET 21) SHEET 21) (SEE SCHEDULE (SEE SCHE All144 SHEET 21) SHEET 2 4" DETAIL 1 24 TYP. (SIM.) ! 4"TYP. 41 "S"(SEE SCHEDULE HEIGHT D.L.0.1+Y,IDTH D.L.Q.WIDTH SHEET 22 )OORS (SEE S(Z}iEDULE SHEET 21) (SEE SCHEDULE— SHEET\21) D.L.O.WIDTH (SEE H21) D.L.O.WI ELITES SHEET ) (SEE SCHE ;HEDULE / \ SHEET f 21) / \ D.L.H. HEIGHT OR (SEE SCHEDULE OR \\ � 38r, OR �� OR 3 SHEET 21) 9 / J/20 \ / 5 7/Ns" \ TYP. X / / X 0 0 i INACTIVE\ 1 ACTIVE 'Al11 ZZTEROF (4 , (5) OR , DETAIL 1 (6) ©2 OR 2 (SEE ( TYP. TOP & 5 1 8 SCHEDULE SHE 22) TYP. BOTTOM)& TYP. TOP & BOTTOM MAX MAX ,TH )UI 1) MAX. SASH WIDTH SEE SCHEDUI SHEET 21) C/13 -41 r---4"TYP. D.L.O.WIDTH LE (SEE SCHEDULE SHEET 21) 36 OR 3 0 C/13.4I I5" TYP MAX. DOOR FRAME WIDTH SIDELITE WIDTH SIDELITE WIDTH SIDELITE WIDTH (SEE SCHEDULE SHEET 21) (SEE SCHEDULE --(SEE SCHEDULE(SEE SCHEDULE - SHEET 21) SHEET 21) SHEET 21) TYPICAL EXTERIOR ELEVATION OF DOUBLE DOOR W/ SIDELITES (I) SINGLE OR DOUBLE FRENCH DOORS MAY BE COMBINED IN ANY SUCCESSIVE ARRANGEMENT JOINTLY WITH FIXED GLASS SIDE LRES TO 3/8"= 1 '-0" CONFORM TO ANY INSTALLATION. FOR THIS COMBINATION TO BE FEASIBLE THE FOLLOWING PROCEDURE & REQUIREMENTS SHALL BE APPLIED: (I.1) INTERIOR MULLIONS BETWEEN SIDE LITES SHALL ALWAYS CONSIST OF MULLION DESCRIBED ON SECTIONS G.H_I.J SHEETS J1 THRU 2Q OF DRAWING 19-060. (I.2) DOOR JAMB MULLIONS SHALL CONSIST OF MULLIONS DESCRIBED ON SECTIONS G.H.I.J SHEETS u THRU ZQ OF DRAWING 19-060. (I.3) JAMBS SHALL ALWAYS BE ATTACHED TO EXISTING SUBSTRATES W/ ANCHORS AS PER GENERAL NOTE $, SHEET 1 & AS SPACINGS PER SCHEDULE ON SHEET 22 OF DRAWING 19-060. (I.4) TOP & BOTTOM ANCHORS FOR INTERMEDIATE SIDE LITES MULLION AS WELL AS DOOR JAMB MULLIONS SHALL BE AS INDICATED ON ELEVATIONS SHEETS Z THRU 1Q OF DRAWING 19-060 AND SCHEDULES ON SHEET 22. (II) SUCCESSIVE SIDE LTTES MAY BE INSTALLED AT RESIDENTIAL BUILDINGS AS LONG AS THE FOLLOWING PROCEDURE AND REQUIREMENTS APPLY. (II.1) JAMBS ARE ATTACHED TO EXISTING SUBSTRATE AT BUILDINGS W/ANCHORAGE AS PER SCHEDULES ON SHEET 22. (II.2) INTERIOR MULLIONS ARE PROVIDED BETWEEN SIDE LTTES & CONSIST OF MULLIONS DESCRIBED ON SECTIONS G,H,I,J, SHEETS 1Z THRU 2Q OF DRAWING 19—D60. (II.3) INTERIOR MULLIONS BETWEEN SIDE LTTES ARE ANCHORED TOP & BOTTOM W/ANCHORAGE PER SCHEDULES SHEET 22 OF DRAWING 19-060. '�Q`� • "ZENS ''•. • N�• 44i 7Q • • ,ROa � C .E. SEAL/SIGNATURE/DATE OR 22 (SEE SCHEDUL SHEET 22) TYP. "S"(SEE -SCHEDULE' SHEET 22)ii DOOR & SIDELITE SASH HEIGHT (SEE SCHEDULE SHEET 21) J/20 . . .... .. ... ...... .. .. .. ... .. • • . .... • . .00*00 •.e..e e• • .. .. •• ee • •• •• ... .e.e.. • • • . • 0*0 e• a •e.e • • 000 O o O X ** QUALIFIES MIRROR CONFIGURATION TOO. FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) C2019 TILTECO. INC 7-iLTECO,Nc. TILL►T TESTING do ENGINEERING COMPANY 8355 N.W. 3aft St. St. 305, VttOM iM04S, FL 33188 Plan.: (308)o71-1S30 . Fe : (303)571-1531 CA-0006719 WALTER A. TILUT Jr. P.E. FLORIDA Lic. % 44167 SERIES 24000 LMSZ IMPACT RESISTANT DRAWN BY OUTSWING FRENCH DOOR W/ TRANSOM MP OR W/ SIDELITES 290 WEST 78 ROAD 6/17/19 HWFJIH, FL 33014 PHONE 305) 558-8103 DATE FAX: 305) 558-8665 www.generoGmpeeteom 19-060 DRAWING No SHEET 10 OF 24 POURED CONCRETE OR CONCRETE — BLOCK REQ'D. (SEE NOTE 9/1) DOOR FRAME HEIGHT (SEE SCHEDULE SHEET 21) EXTERIOR 12 (SHOWN) OR I (SEE SHEET 4) E.D. E.D. (SEE NOTE 9/ EE NOTE 9/1) IN. Ef�18EDMENT� ~•' ' ' SEE NOTE 9/1) 0.250" MAX. SHIM OR @ OR 33 1x WOOD BUCKS (SEE NOTES 8/1, 9/1) EXTERIOR 12 (SHOWN) OR I (SEE SHEET 4) D.L.O. HEIGHT 36 (SHOWN 30 (SEE SCHEDULE 3s (s OR 37 ! SHEET 21) OR (SEE SHEET 4) 4 _ 32 (SEE SH 12 (SHOWN) OR( (SEE SHEET 4 DOOR 0 SASH HEIGHT 21 35 (SEE SCHEDULE I SHEET 21) 0- 29 OR OR 33 E.D. E.D. OR @ OR 33 WOOD SUBSTRATE * 38 0.250" �,illf.- p►. 31 MAX. SHIM �%� . ......... o A. ,y,, .'."MIN. EMBEDMENT No. 441 POURED '.,(SEE NOTE 9/1) 4 A CONCRETE REQ D. �.':..ii : .: ? -o'• STATE t (SEE NOTE 9/1) E. p (SEE NOTE 9/1) 22 =Q �;•• � . POURED CONCRETE OR CONCRETE BLOCK SUBSTRATE * ONA� 2x WOOD BUCKS (SEE NOTES 8/1, 9/1) EXTERIOR 12 (SHOWN) OR I (SEE SHEET 4) 36 (SHOWN} OR 37 (SEE SHEET 4) SECTION A —A SCALE: 3/8"=1" E.D. E.D. (SEE NOTE (SEE NOTE 9/1) 9/1) ALUMINUM ?2 OR STEEL MULLION BY OTHERS (SEE 1 NOTE 9/1) s/a TYP• '5 I I 0.250"MAX. SHIM .... 10 • I 13 goo:*: 00000 go: :o 24 •• ••• .. . •• j 29 OR 9 OR •• • ... .. . .... 5 • i .. *00 ALUMINUM MULLION OR STEEL MEMBER SUBSTRATE * TOP & BOTTOM MOUNTING INSTALLATIONS INTO SUBSTRATES, BY MEANS OF 1 x, 2x, NO WOOD BUCK OR METAL MULLION MAY BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION AT TOP OR BOTTOM. IN CASE THAT ALUMINUM OR STEEL MULLION WAS USED AT SILL, BUILDING OFFICIAL MUST VERIFY ITS STRUCTURAL ADEQUACY. FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) �•? 62019 TILTECO. INC SERIES 24000 LhLSZ IMPACT RESISTANT DRAWN OUTSWING FRENCH DOOR W/ TRANSOM M.P. BY i OR W SIDELM LE C O INC. 290 WEST 78 RQAD 6i17/19 •• � TILLIT TESTING do ENGINEERING COMPANY "WEAK FL 33014 DATE • PHONE: (305) 5%-8103 E155 N.IY. 3lth. St• St.. . Vtl4gm CNtDM R. 331!! FAX: (305) 556-6665 R,�,.: c3o6x7cA'-o os�is (3o6x7,-,531 GE N ERAI. .�... «.amp 19-060 uMACr C*A a WINDOWS �� WALTER A. TILUT Jr. P.E. ■. m�cr ra ay. r. monla wr DRAWING No P.E. SEAL/SIGNATURE/DATE FLORIDA Lie. # 44167 , SHEET # 1 of 24 (SEE NOTE 9/1T EE 07E 9/1) (SEE NOTE (SEE NOTE 9/1) 911) POURED CONCRETE---,22 OR CONCRETE :' - 4 � `•'�: lx WOOD 2 2x WOOD BUCKS (SEE BLOCK REQ'D. .•; •� "� •(sEE :: ; BUCKS (SEE NOTES 8/1, (SEE NOTE 9/1) ,•: ;;• : •: • •"' ` ~'''' OTES 8 /1, N. EUKDMENT 9/1) 9/1) o/+) i 31 0.250' 31 19 0.250- 19 MAX. SHIM 9 MAX. SHIM 9 TRANSOM 12 (SHOWN) OR 11 5 12 (SHOWN) OR 11 5 12 (SHOW? O(SEE HEIGHT(SEE (SEE SHEET 4) (SEE SHEET 4) 14 5F SCHEDULE 3® (SHOWN) OR 3 14 3 D.L.O. HEIGHT 2 SHEET 21) (SEE SHEET 4) 30 (SEE SCHEDULE 30 4 SHEET 21). 3fi (SHOWN 3 12(SEE 3i� F SHEE0F4)11 (SEERS© 4) (� DOOR FRAME HEIGHT (SEE SCHEDULE SHEET 21) EXTERIOR 12 (SHOWN) OR (SEE SHEET DOOR @ (` SASH HEIGHT OR I (SEE SCHEDULE (SEE S SHEET 21) 1 @ (SHOWN) OR (SEE SHEET 4 +1411111911641111 OR @ OR ©3 E.D. E.D. my 1►71��.`.la�l-3�I: * TOP & BOTTOM MOUNTING INSTALLATIONS INTO SUBSTRATES, BY MEANS OF 1 x, 2x, NO WOOD BUCK OR METAL MULLION MAY BE COMBINED IN 2 ANY WAY TO SUIT ANY INSTALLATION AT TOP OR BOTTOM. IN CASE THAT ALUMINUM OR STEEL MULLION WAS USED AT SILL, BUILDING OFFICIAL D.L.O. HEIGHT MUST VERIFY ITS STRUCTURAL ADEQUACY. O (SEE SCHEDULE 41)SHEET 21) OR W OR 33 SECTION B-B SCALE: 1 /4"=1 0.250" /ttt///II�y 31 MAX. SHIM + !/f// �• i��' � . ii�iiliENr •'. ':1 1. j2 Jlf POURED .(SEE NOTE 9/i) `'.r•: �:. ;,1� :. \VE S. •••,�. CONCRETE REO'D. • , '� `:r'� :: ; : 1 �j (SEE NOTE 9/1) E.D. 22 No.4 167 (SEE NOTE 9/1) POURED CONCRETE OR = '� •' OF CONCRETE BLOCK SUBSTRATE * Al �Qt%,,•'�,. P.E. SEAL/SIGNATURE/DATE LUMINUM R STEEL ULLION BY THEIRS (SEE OTE 9/1) •••••• •• •• •• • •••••• •• • •• • FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) SERIES 24000 LMSZ IMPACT RESISTANT C2019 TILTECO, W OUTSWING FRENCH DOOR W/ TRANSOM OR W SIDELITES DRAWN BY M.P. 290 WEST 7e ROAD 6/17/19 LE C O 1 N C. HNLEAH, FIL 33014 PHONE (305) 558-8103 DATE TIWT TESTING & ENGINEERING COMPANY 6353 kM. 3ltlL st~ St, soy vrlrasl CAMM FL 33,66 Pl e : (305)971-1Si0 . I- : (305)!1'71-1531 GENERAL .�. �� 19-060 CA-0006719 V.VI4CT G1A55 E WINDOWS grm cr�Safm„ WALTER A. TN.UT Jr. P.E DRAWING No rr ft I cu m" m r1c ar. r wim" 11 wt FLORIDA Lic' # 441167 + SHEET 12 Of 24 POURED CONCRETE OR CONCRETE — BLOCK REQ'D. (SEE NOTE 9/1) SIDELITE HEIGHT(SEE SCHEDULE SHEET 21). 1x WOOD BUCKS (SEE NOTES 8/1, 9/1) EXTERIOR 11 (SHOWN) OR( (SEE SHEET 4 D.L.O. HEIGHT (SEE SCHEDULE SHEET 21). 37 (S OR ( (SEE SI 0.250" MAX. SHIM POURED ,(sEE NOTE 9/1) : ! CONCRETE REQ'D. ':.� 22 (SEE NOTE 9/1) E. (SEE NOTE 9/1) POURED CONCRETE OR CONCRETE BLOCK SUBSTRATE 4) E.D. E.D. (SEE NOTE (SEE NOTE 9/1) 9/1) �2�� T . EMBEDMENT F-1�OTE 9/1) 0.250" MAX. SHIM WOOD SUBSTRATE * 2x WOOD BUCKS (SEE NOTES 8/ 1, 9/1) EXTERIOR 11 (SHOWN) OR (SEE SHEET 4) 37 (S OR ( (SEE SI 4) E.D. E.D. ALUMINUM MULLION OR STEEL MEMBER SUBSTRATE SECTION C-C @ SIDELITES SCALE: 3/8 "=1 " ALUMINUM OR STEEL MULLION BY OTHERS (SEE NOTE 9/1) 00 * TOP & BOTTOM MOUNTING INSTALLATIONS INTO SUBSTRATES, BY MEANS OF 1 x, 2x, NO WOOD BUCK OR METAL MULLION MAY BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION AT TOP OR BOTTOM. IN CASE THAT ALUMINUM OR STEEL MULLION WAS USED AT SILL, BUILDING OFFICIAL MUST VERIFY ITS STRUCTURAL ADEQUACY. 11��Q.•�;;C��•�/� _ V N0. 44 sT�TE iO/�' !2OR1 f F•• • • s+S •••...e. `I-��i'�' = 6 •' f ,: � 9 P• • �� ,.• • 1� ti .E. SEAL/SIGNATURE/DATE FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) C2019 MTECO. INC SERIES 24000 LMSZ IMPACT RESISTANT OUTSWING FRENCH DOOR W/ TRANSOM OR W SIDEUTES DRAWN BY M.P. I L E c o , N, . H� 3�; PHONE (305) 558-8103 FAX: (305) 558-8685 GENLWACT ERAL. —gw-off-Poct.eort, 6/1 /19 DATE TILUT TESTING & ENGINEERING COMPANY 6= N.W. 3WL S.. Sic 305. VMW GSRDM FL 3316E Pl. : (305)671-15M . F- . (303)67,-1�3, WALTER A. TUIT Jr. P.E FLORIDA Lk- 44/67 i 19-060 DRAWING No Wt. r. mans ra ay. rb m�sro� wn , 3 ` SHEET 13 OF 24 MIN. EMBEDMENT (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) 2x WOOD BUCKS (SEE-/ NOTES 8/ 1, 0.25" 9/1) MAX. SHIM (S (S ALUMINUM OR STEEL MULLION BY OTHERS (SEI NOTE 9/1) WOOD SUBSTRATE * DOOR FRAME WIDTH (SEE SCHEDULE SHEET 21) DOOR SASH WIDTH (SEE SCHEDULE SHEET 21) 5 16 D.L.O.WIDTH 22 O (SEE SCHEDULE --� ------ 16 5 22 I 6 3 SHEET 21) 2 --- 26 / 32 i I I i 4 ` 24 @ (SHOWN) OR 11 ` (SEE SHEET 4) 36 (SHOWN) \��\ OR 37 (SEE SHEET 4) EXTERIOR (SHOWN) R 37 SHEET 4) MH1l. JI.11M EXTERIOR ALUMINUM MULLION OR STEEL MEMBER SUBSTRATE SECTION D-D @ SINGLE DOOR SCALE: 3/8"=1 " WON W163::�7 AT 12" ,' i FROM B%. I 12 (SHOWN) , AD (SEE SIREET 4) Ih jEN; No. 44' -o STATE �_ . 1x WOOD BUCKS (SEE NOTES 8/1, 9/1) MIN, j •' EMBEDMENT ;.•�" (SEE NOTE E.D. ti g/1) (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) \- POURED CONCRETE OR ' CONCRETE BLOCK REQ'D. MAX. SHIM (SEE NOTE 9/1) POURED CONCRETE OR CONCRETE BLOCK SUBSTRATE * VARIANCE W/ •••••• •• •• •• • • •••••• • • .... •••• • •• • ...... .. . .. . .. .• •• • •• •• • ......0 • •• . .. . • .. . • • •••• * JAMB MOUNTING INSTALLATIONS INTO SUBSTRATES, BY MEANS OF 1 x, 2x, NO WOOD BUCK OR METAL MULLION MAY BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION AT JAMBS. 0.25" MAX. SHIM MIN. EMBEDMENT (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) 2x WOOD BUCKS (SEE NOTES 8/1, 9/1) WOOD SUBSTRATE E.D. (SEE N( 9/1) E. D. (SEE N( 9/1) DOOR FRAME WIDTH (SEE SCHEDULE SHEET 21) DOOR SASH WIDTH (SEE SCHEDULE SHEET 21) D.L.O.WIDTH (SEE SCHEDULE SHEET 21) 8 T30 0 2 3I2 / l $ If 1 12 (SHOWN) OR (SEE SHEET 4 KOS t DOOR SASH WIDTH (SEE SCHEDULE SHEET 21) D.L.O.WIDTH (SEE SCHEDULE SHEET 21) v � � 1 1 I � � 1 SHOWN) OR 11 EE SHEET 4) AT 12 36 (SHOWN) i(SHOWN) FROM EA. OR 37(SEE SHEET 4) OR 37 INACTIVE END 'ACTIVE\-, (SEE SHEET 4) DOOR --- DOOR ��y,- ---- _ 29 EXTERIOR W/ 7 / ALUMINUM LJ OR STEEL MULLION BY 31 12 (SHOWN) OR C OTHERS (SEE 0.25" _ 23 (SEE SHEET 4) SHIM NOTE 9/1) MAX. EXTERIOR ALUMINUM MULLION OR STEEL MEMBER SUBSTRATE SECTION E-E @ DOUBLE DOOR SCALE: 3/8"=1" 0.25" ► 1 x WOOD BUCKS MAX. SHIM I (SEE NOTES 8/1, 9/1) 5 22 '' MIN. -� EMBEDMENT (SEE NOTE ti 9/1) E.D. •' .� ` (SEE NOTE. 9 / 1) • • .. = E.D. • 31 . POURED COf %t. TE 0.25' BLOCK RE0100 MAX. SHIM (SEE NOTE 9/1) EE SHEET 4) INACTIV�� DOOR� DOOR W/ 7 --- VARIANCE W j (29) & "99A No. 4116 OF �9 SEAL/SIGNATURE/DATE POURED CONCRETE OR CONCRETE BLOCK SUBSTRATE * JAMB MOUNTING INSTALLATIONS INTO SUBSTRATES, BY MEANS OF 1 x, 2x, NO WOOD BUCK OR METAL MULLION MAY BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION AT JAMBS. FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) 02019 TILTECO, INC TILUT TESTING & ENGINEERING COMPANY 6355 ?LW. 36N. St. St& 305. 1 41W CQWM FL33156 (30 Pl- : 5)a71-1530 . Fm : (305)971-1531 CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Uc. % 44167 SERIES 24000 LMSZ IMPACT RESISTANT I DRAWN BYOUTSWING FRENCH DOOR W/ TRANSOM MP OR W/ SIDELITES 290 WEST 78 ROAD 6/17/19 NIM.EAN. FL 33014 PHONE--(305) &W-8103 DATE FAX: (305) 558-6665 www.q wralmpact.com 19-060 _._ DRAWING No SHEET 15 OF 24 MAX. TRANSOM FRAME WIDTH (SEE SCHEDULE SHEET 21) 1 x WOOD BUCKS MIN. D.L.O.WIDTH (SEE NOTE 8/1) EMBEDMENT (SEE SCHEDULE SHEET 21) (SEE NOTE 9/1) 22 5D 14 14 5 22 •:: MIN. 7 E.D. 30 36 (SHOWN) 30 EMBEDMENT •.- '\ (SEE NOTE E.D. (SEE NOTE 9/1) 32 OR 37 2 :�:: tit• 9/1) (SEE NOTE (SEE SHEET 4) 9/1 } i 1 I oose __ j UAW , . . goes .. ... g .. E.D. (SEE NOTE 9/1) �� E.D. '%' (SEE NOTE egegso ."". ..00,0 '• g •g' ' so 00 19 24 .• . eegggs .. a • se oe . 2x WOOD 31 31 ' ' • BUCKS (SEE 9 12 (SHOWN) OR 11 12 (SHOWN) OR 11 9 ' '•' • •• '• NOTES 8/1, D.25" (SEE SHEET 4) (SEE SHEET 4) POURED C CONCRETE OR .. a eeo0 •••••� s ••: 0 9/1) MAX. SHIM EXTERIOR �O.25'° CONCRETE BLOCK REQ'D. MAX. SHIM (SEE NOTE 9/1) WOOD SUBSTRATE * POURED CONCRETE OR CONCRETE BLOCK SUBSTRATE * E.D. (SEE N( 9/1) E.D. (SEE N( 9/1) ALUMINUM OR STEEL MULLION BY OTHERS (SEE NOTES 9/1) ALUMINUM MULLION OR STEEL MEMBER SUBSTRATE U EXTERIOR SHOWN) OR EE SHEET 4)11 (SEE SHEET 4) JCE(V F No. 441 67 �t01 * JAMB MOUNTING INSTALLATIONS INTO SUBSTRATES, BY MEANS OF 1 x, 2x, NO WOOD BUCK OR METAL MULLION MAY BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION AT JAMBS. SECTION F-F @ TRANSOM SCALE: 3/8"=1 " �/ 'G 140 t�♦ / 9 ,�♦ FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) 02019 TIl.IECQ. INc SERIES 24000 LMSZ IMPACT RESISTANT OUTSWING FRENCH DOOR W/ TRANSOM OR W SIDELIfES DRAWN BY M.P. 1100 INC. TIWT TESTING do ENGINEERING COMPANY b355 N.M. 3ML SL. sf. 30% YROW CARDENS, Ft 3S, -, 56 . Im : (305)a7,-,53, CA-0D06719 WALTER A. TROT Jr. P.E. FLORIDA Lice ! "167 290 WEST 78 Raw HW.EAH. FL 33014 PHONE. (305) 55II-8103 FAX: (305) 558-6665 GENER A T WINOCIwS. .wgyen«�mpoet Qom CLASS 6/17/19 DATE 19-060 DRAWING No ff4 (ff E. SEAL/SIGNATURE/DATE _ am Ifty.m.1 1, ' 1 _ 3 SHEET 16 OF 24 SIDELITE WIDTH (SEE SCHEDULE SHEET 21) SIDELITE SASH WIDTI (SEE SCHEDULE SHEET D.L.O.WIDTH MIN. (SEE EMBEDMENT F SCHEDULE -E NOTE 9/1) I SHEET 21) E.D. 2x Woo -% a► BUCKS 24 15 (SEE NOTES \ 8/1, 9/1) i t (SHOWN) OR WAD .ATE # (SEE SHEEP 4 DOOR JAMB MULLION (7YP.) INIERIOOR SIDE LITE MULLION (TYP.) SIDELITE WIDTH DOOR FRAME WIDTH (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21)— _ SIDELITE SASH WIDTH DOOR SASH WIDTH (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21)— D.L.O.WIDTH D.LO.WIDTH (SEE SCHEDULE SCHEDULE SHEET 21) 5 SHEET 21) 1) 16 16 6 (SHOWN) OR 37 4 (SEE SHEET 41 , _ — 4 p 6 3 2 3 8 � Q 8 � I /� � 8 � J SHEET 4) i1 (SHOWN) OR (SEE SHEET 4 E.D. (SEE N( 9/1) (SEE N( 9/1) SIDELITE WIDTH (SEE SCHEDULE SHEET 21) SIDELITE SASH WIDTH (SEE SCHEDULE SHEET 21)_ D.LO.WIDTH (SEE SCHEDULE SHEET 21) I ®4 6 15 12 (SHOWN) OR 11 AT 1 Z� 15 C (SHOWN) (SEE SHEET 4) 4 OM EA END @ (SEE SHEET 4) EX(SHOWN) OR TERIOR �` (SEE SHEET 4 1 1 1 ALUMINUM OR STEEL / `O 15 � EXTERIOR MULLION BY OTHERS —� (SEE NOTE 9/1) 11 (SHOWN) OR 1© 3 (SHOWN) ALUMINUM MULLION OR (SEE SHEET 4) OR 3&SEE SHEET 4) STD MEMBER SUEISTRATE s N JGE Stc �• No. 4 15 -o'':• STA �p�F• .Az0. OF �pP VARIANCE SEAL/SIGNATURE/DATE 37 (SHOWN) OR 36 (SEE SHEET 4) SIDELITE WIDTH 1 X WOOD (SEE SCHEDULE SHEET 21) BUCKS(SEE SIDELITE SASH WIDTH NOTES 8/1, (SEE SCHEDULE SHEET 21) 9/1) D.LO.WIDTH MIN. (SEE EMB. SCHEDULE (SEE SHEET 21) M.TE 5 •16 • 5 •• 9 11 •• ••• 1 • 4 �' • • 4 30 4 • '' E.D. • •• i .r (SEt• ••• 0 •'t : ,S1 • • • 1•:. % NOTC • l'TJ 9/10FF ••• I •• • E•Di• ••• - • • • ��•.�_%r (SEE � • NOTE • • ? 1� 9/1D)• 4 • • • O • 18 i �i•t • • 17 15 8 4 4 11 15 •4.31 • 'rs;• �. .. 0 ... 11 (SHOWN) OR 12 30R (SHOWN) 0.25" POURED (SEE SHEET 4) MAX. SHIM CONCRETE OR (SEE SHEET 4) CONCRETE BLOCK REQ'D. (SEE NOTE 9/1) POURED CONCRETE OR CONCRETE BLOCK SUBSTRATE * * JAMB MOUNTING INSTALLATIONS INTO SUBSTRATES, BY MEANS OF 1 x, 2x, NO WOOD BUCK OR METAL MULLION MAY BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION AT JAMBS. FLORIDA BUILDING CODE (HIGH h NON HIGH VELOCITY HURRICANE ZONE) 02019 T8.TE00, INC SERIES 24000 LMSZ IMPACT RESISTANT OUTSWING FRENCH DOOR W/ TRANSOM OR W SIDELfTES DRAWN BY M.P. 290 wEST 76 ROAD HKEAH. FL 314 PNERALFIONE: (30S) 558-8103 6/17/, 930 DATE F7_iLTE_C_0i N c . TILUT TESTING & ENGINEERING COMPANY 6M KM. 361h. SL, Ste. 305. YROW GMDEM. FL 33168 Phan.: OW)071-1630 . F- : (307)a71-1631 CA—ODD6719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. / 44167 FAX: (305) bw-6665 GE—•9.6eKmPocL=m WIN DC7WS � �5 c 19—OLJO DRAWING No Kv w I euawmw Jun IKV.m.I WE 1 3 1 SHEET 17 OF 24 SIDELITE WIDTH (SEE SCHEDULE SHEET 21) MAX. SIDELITE WIDTH (SEE SCHEDULE SHEET 21)— SIDELITE SASH WIDTH (SEE SCHEDULE SHEET 21) SIDELITE SASH WIDTH (SEE SCHEDULE SHEET 21) MIN. O.LO.WIDTH D.LO.WIDTH EMBEDMENT (SEE NOTE 9/1) .25" (SEE r SCHEDULE I SHEET 21)� O r1 � (SEE r SCHEDULE 1 ^ I SHEET 21) lJl 9/1) E.D. (SEE NOTE 9/1) 2x WOOD --- 24 lL'X g 15@ `24 V ,[ L BUCKS (SEE 4 O 4 3 (SHOWN) NOTES 8/1, 3 (SHOWN) OR 36 9/1) WOOD 11 (SHOWN) OR 2 OR @ (SEE SHEET 4) (SEE SH 4) SUBSTRATE * (SEE SHEET 4) E.D. (SEE N( 9/1) OR O2 F 4) DOOR FRAME WIDTH (SEE SCHEDULE SHEET 21) DOOR SASH WIDTH (SEE SCHEDULE SHEET 21) DOOR SASH WIDTH (SEE SCHEDULE SHEET 21) D.LO.WIDTH D.LO.WIDTH (SEE SCHEDULE 1 SCHEDULE1 SHEET 21) SHEET 21) I F7SI I I F7Sl OR 11 U (SEE SH i 4) (SHOWN) AT 12' = 11 (SHOWN) OR 2 3i SHOWN 12 (SHOWN) OR 11 OR 3Q6 (SEE SHEET 4O-,EOM EA END ; = . (SEE SHEET 4) (SE: SHEET 4) EXTERIOR MATCH UNE 4) (SEE NC 9/1) ALUMINUM OR STEEL v E MULLION BY OTHERS 1 24 15 11 4 (SEE NOTE 9/1) ALUMINUM MULLION OR STEM MEMBER SUBSTRATE W/ ACTIVE DOOR * JAMB MOUNTING INSTALLATIONS INTO SUBSTRATES, BY MEANS OF 1 x, 2x, NO WOOD BUCK OR METAL MULLION MAY BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION AT JAMBS. logo SECTION H—H DOUBLE DOOR �N`�'�:•�'�� "sF'••: W/ SIDELITES No. aim * ' OF -�__Fss��• A` 37 (SHOWN) OR (SEE SH Ei 4) SEAL/SIGNATURE/DATE OR ©2 T 4) SIDELITE WIDTH (SEE SCHEDULE SHEET 21) SIDELITE SASH WIDTH (SEE SCHEDULE SHEET 21)_ D.LO.WIDTH (SEE F SCHEDULE �I i SHEET 21) ` SIDELITE WIDTH SCHEDULE SHEET 21) SIDELITE SASH WIDTH EE SCHEDULE SHEET 21) D.L.O.WIDTH EE SCHEDULE SHEET 21) • 4 • • • • • • : 3 (SHOWN) • OR (3� :00:: • • • • • • • • MATCH LINE • • • • • 1x;WOM • of BUG1K5(SEE • • • • NOTES 8/1, 9%1•)• • • • MIN. 5 2 1 9/1)) �} E.D. :' ...: (SEE NOTE \ 9/1) •: ••'- ±( !SEE NOTE 8 �\4 31 lJ k' N) 0.25- POURED CONCRETE OR 11 (SHOWN) OR 12 OR 3 MAX. SHIM CONCRETE BLOCK REQ'D. (SEE SHEET 4) (SEE SHEET 4) (SEE NOTE 9/1) POURED CONCRETE OR CONCRETE BLOCK SUBSTRATE FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) SERIES 24OW LMSZ IMPACT RESISTANT 02019 TLTECO, Sic OUTSWING FRENCH DOOR W/ TRANSOM OR W SIDEUTES DRAWN BY MP 290 WEST 78 Raw HUL£AH, FL 33014 mplff PHONE: (305) 5W-8103 6/17/19 DATE ILE C O I N C. TIL.IJT TESTING do ENGINEERING COMPANY &M N.M. 3ML St. SW 305. VRO M GNOM IL 3316E Pe,— , (3aa)B71-1330 . Fw : (303)E71-1331 FAX: (305) 558-GM GENERAL . .q•n•rolmpacLcom 19-060 G-0006719 � �s WALTER A. TILUT Jr. P.E. DRAWING No 1c. w I eoornm Im. 1r1 FLORIDA Lic. if 44167 i I a 1SHEET 18 OF 24 DOOR FRAME WIDTH (SEE SCHEDULE SHEET 21) DOOR SASH WIDTH (SEE SCHEDULE SHEET 21) D.LO.WIDTH (SEE MIN. 5 r—SCHEDULE SHEET 21) EMBEDMENT 3 (SEE NOTE 9/1) 16 6 (SHOWN) OR © 16 (SEE SHEET E.D. 2 (SEE NOTE 9/1) © I 6 E.D. (SEE NOTE 9/1) 2x WOOD ` BUCKS (SEE NOTES 8/1, 0.25" 9/1) MAX. SHIM WOOD SUBSTRATE E.D. (SEE9/1) E.D. (SEE N( 9/1) f- -ry -1 115. 1 MAX. SIDELITE WIDTH E SCHEDULE SHEET 21) SIDELITE SASH WIDTH (SEE SCHEDULE SHEET 21) D.L.O.WIDTH (SEE SCHEDULE SHEET 21) D 4 12 ! 1 0 18 12 (SHOWN) OR 11 �ti AT 12�i 4 15 C (SEE SHEET 4) 4 M EX END — —� 11 (SHOWN) OR EXTERIOR (SEE SHEET i ` N e (SHnwNI ALUMINUM L_J OR STEEL 12 (SHOWN) OR CV OTHERS N (SEE 0.25" 1 2 (SEE SHEET 4) NOTE 9/1) MAX. SHIM EXTERIOR ALUMINUM MUWON OR STEEL MEMBER SUBSTRATE (SEE SHEEP 4) SECTION 1-1 SINGLE DOOR W f SIDELITES SCALE: 1/4'=1" 12 OR S36 WN) 4) (SEE SHEET 4) MAX. SIDELITE WIDTH (SEE SCHEDULE SHEET 21) SIDEUTE SASH WIDTH (SEE SCHEDULE SHEET 21) D.L.O.WIDTH (SEE SCHEDULE SHEET 21)1 0 / 37 (SHOWN) 11 (SHOWN) OR 12 OR 36 (SEE SHEET 4) (SEE SHEET 4) Tfsnz CE W/ 40 Iaw:: No.4 6 S7A �f N SEAL/SIGNATURE/DATE MAX. SIDELITE WIDTH (SEE SCHEDULE SHEET 21) SIDELITE SASH WIDTH (SEE SCHEDULE SHEET 21) D.LO.WIDTH (SEE SCHEDULE SHEET 21) 11 (SHOWN) OR 12 LJ N VWN) (SEE SHEET 4) OR 36 (SEE SHEET 4) 1x WOOD BUCKS (SEE NOTES 8/1, 9/1) MIN. j EMBEDMENT I �. • f. (SEE NOTE E.D. (SEE NOTE 9/1) • r1 • • • ::::::(SEE SEE NOTE • • too* • 90 • j O�1REa CON4.Rt'-FEs OR • • • 0.25" C�`�IE BLOCK REQ'D. _ MAX. SHIM ; (SEC POURED COWRE� NOTF,,9/1,) OR 'e • CONCRETE BLWK a SUBSTRATE * ease 00000 • * JAMB MOUNTING INSTALLATIONS INTO SUBSTRATES, BY MEANS OF 1 x, 2x, NO WOOD BUCK OR METAL MULLION MAY BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION AT JAMBS. FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) 02019 TILTECO, We SERIES 24000 LMSZ IMPACT RESISTANT OUTSWING FRENCH DOOR W/ TRANSOM OR W SIDEUlES DRAWN BY MP 290 WEST 78 ROAD HNLFM. FL 3X14 PHONE: (305) SM-6103 6/17/19 DATE 1 LrE� C O , N C. TILLIT TESTING do ENGINEERING COMPANY MW N.W. 3W SL. Sic 305. VRGW GRDF)ts. FL 33155 Ph- (305)871-15W . r- : (305)671-1531 CA-0006779 WALTER A. TILLIT Jr. P.E. FAX. (�) 558—� GENERAL e+*�•9enemEmP� � �"r�C s°5 19-060 DRAWING No an. a. mmow 1oa am err. a. •o>anga son FLORIDA Lie. 111 44167 1 SHEEP 19 OF 24 MIN. EMBEDMENT (SEE NOTES (SEE9I,TE (SEE NOTE 9/1) 2x WOOD BUCKS) (SEE NOTES 8/1, 9/1)11 2 0.25" MAX. SHIM WOOD SUBSTRATE * (SEE NC 9/1) (SEE NC 9/1) DOOR SASH WIDTH (SEE SCHEDULE SHEET 21) D.L.O.WIDTH (SEE SCHEDULE 1 SHEET 21) OR (SEE SIrET 4) ALUMINUM OR STEEL 31 24 15 MULLION BY OTHERS 1t 4 EXTERIOR (SEE NOTE 9/1) ALUMINUM MULLION IION OR STEEL MEMBER SUBSTRATE * DOOR FRAME WIDTH SCHEDULE SHEET 21) j 1 24 r7s1 11 F?V-1 OR & AT 12' ^ i l T 4) FROM EA. END, SECTION J-J DOUBLE DOOR Wf SIDELITES SCALE: 1 /4'=1' MAX. SIDEUTE WIDTH MAX. SIDEUTE WIDTH (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) DOOR SASH WIDTH SIDEUTE SASH WIDTH SIDEUTE SASH WIDTH SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) (SEE SCHEDULE SHEET 21) D.LO.WIDTH D.LO.WIDTH (SEE (SEE D.L.(SEE H (SEE i SCHEDULE 1 SCHEDULE 1 SCHEDULE SHEET 21) I SHEET 21) I SHEET 21) 7 \ 5 30R S(3WN) 17 (SEE S 4) 11 73� (SHOWN) OR Q2 � 0 1 4 4 ii 18 17 0 4 (SEE SHEET 4) �EJ 15 0 11 {SHOWN) 3 (SHOWN) 15 4 15 8 11 �R 2 OR 36 EXTERIOR (SEEORS36 4) —MATCH LINE ;HTET 4) MATCH LINE (SEE ShTET 4) * JAMB MOUNTING INSTALLATIONS INTO SUBSTRATES, BY MEANS OF 1 x, 2x, NO WOOD BUCK OR METAL MULLION MAY BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION AT JAMBS. �y�P•�jCE F�•' '� � No.44 6 STATE OF o .t ••..--- '. . SEAL/SIGNATURE/DATE MAX. SIDEUTE WIDTH (SEE SCHEDULE SHEET 21 SIDEUTE SASH WIDTH 1 SCHEDULE SHEET 21 D.LO.WIDTH (SEE SCHEDULE , SHEET 21) oR(SHHOOWN) (SEE SHEET 4) sees • • sees •• •o• 00 • • • • • • 0 •••..• s• •• ., .,- ••sae• • • • •. .•- ••e, • • • • • • •••••• sees • •• •• •sees• •• • •• •• • • • • • 0000 • • •• • •• ••• , e • •• • • • • • e• ••• •• • sees • • •••• 1x WOOD BUCKS (SEE ,----NOTES 8/1, 9/1) 2 (SEE9/1) NOTE E.D. { (SEE NOTE ' 9/1) ' 'v r E.D. (SEE NOTE 8 • '; ' 1w, POURED CONCRETE 0.25" OR CONCRETE MAX. SHIM BLOCK REQ'D. (SEE POURED CONCRETE NOTE 9/1) OR CONCRETE BLOCK SUBSTRATE * FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) 02019 TLTE00, W SERIES 24000 LMSZ IMPACT RESISTANT OUTSWING FRENCH DOOR W/ TRANSOM OR W SIDEUfTES DRAWN BY MP 290 WEST 78 RGAD HMLEAH. FL 33014 PHONE; (305) 558-8103 6/17/19 DATE ■ , L � G C 0 TILLIT TESTING & ENGINEERING COMPANY "W N.W. 3ML SL. S1.. 305, VROW GNWCE FL 331" �.: OW)e71-15W . Fm� : (703)e11-1531 CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lie. 1f 44167 � �n�) 558-6665 GENERAL pod mm � C+*G soamim 19-060 DRAWING No e2V, %. scsmr w ecs er. r eu�i•M p 1I 1 3 1 i SHEET 20 OF 24 SINGLE & DOUBLE DOOR SCHEDULE ONLY VALID FOR DOORS W/O TRANSOM AND W/0 SIDELITE MAX. ASD DESIGN PRESSURE RATING MAX. DOOR FRAME WIDTH MAX. DOOR FRAME HEIGHT MAX. DOOR SASH WIDTH * MAX. DOOR SASH HEIGHT MAX. D.L.O. WIDTH MAX. D.L.O. HEIGHT AT SINGLE DOOR AT DOUBLE DOOR +45, —45 psf 3'-5 1 /2" 6'-8" 10'-0" 3'-2 1 /2" 9'-9 1 /2" 2'-4" 8'-8" +49, —49 psf 3'-5 1 /2" 6'-8" 9'-8" 3'-2 1 /2" 9'-5 1 /2" 2'-4" 8'-4" +54, —54 psf 3'-5 1 /2" 6'-8" 9'-4" 3'-2 1 /2" 9'-1 1 /2" 2'-4" 8'—O„ +57, —57 psf 3'-5 1 /2" 6'-8" 9'-0" 3'-2 1 /2" 8'-9 1 /2" 2'-4" 7'-8" +60, —60 psf 3'-5 1 /2" 6'-8" 8'-8" 3'-2 1 /2" 8'-5 1 /2" 2'-4" 7'-4" +70, —70 psf 3'-5 1 /2" 6'-8" 8'-4" 3'-2 1 /2" 7'-7 5/8" 2'-4" 7'-0" * DOOR SASH WIDTHS MAY BE DIFFERENT FROM EACH OTHER WHEN DOUBLE DOORS ARE USED. SINGLE & DOUBLE DOOR SCHEDULE VALID FOR DOORS W/ TRANSOM OR W/ SIDELITE MAX. ASO DESIGN PRESSURE RATING MAX MAX MAX MAX. MAX. MAX. FRAME FRAME SASH SASH D.L.O. D.L.O. +70, —70 psf WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT AT SINGLE 3'-5 1 /2" 8'-4" 3'-2 1 /2" 7'-7 5/8" 2'-4" 7'-0" DOOR AT DOUBLE 6'-8'° 8'-4" 3'-2 1 /2" 7'-7 5/8" 2'-4" 7'-0', DOOR AT SIDELITE 4'—O" 8'-4" 3'-10 1/2" 7'-7 5/8" 3'-4" 7'-0" AT TRANSOM 6'-8" 4'—O" _ _ 6'-3" 3'-7" . . .... ..... ...... .... ..... ...... .. ... . ...... 0000 . ...... .. . .. .. .. .. " .. .. ... . . .. . .. ... .. . . .. ... 00900 'l41,1 k-1k A' ��•� FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) ... SERIES 24000 IMPACT ESWANT '•;�'i C2019 TILTEDD. INC OUT5IMNG FRENCHSDOOR Wf TRANSOiA DRAWN eY No. 44 6 OR W Sio�s M P * * � Tl ME 00 I N C . 2W WEST 7a Raw 6/17/19 '• STATE do F + TILLIT TESTING ENGINEERING COMPANY PHONE (3os) 558 8103 DATE • • •� 6� crass N.W. Dan. $1. St. Das, VROW GANOE M FL 331aa FAX: (305) 558—GM ,-1&W . F-A 19-060 ��Fs•'.20Rt• -� `C!� : �3oa a,-00067,s �soax�,-,sD, GENERDOWS .n..generoimv«scon, s S�ONAL • 5,�� WALTER A. TILLR Jr. P.E. tv. w �.. bm — - oorsnoM ma DRAWING No We 000. =. SEAL/SIGNATURE/DATE FLORIDA L;�. f 44Is7 ' 3 SHEET 21 of 24 REQ'D NUMBER OF ANCHORS AT HEAD/SILL CLUSTER OF AN['_Wr)P4Z AT nnI mi C nnnD AT ►/rrT1►1/% e•Tn re• * ASD DESIGN PRESSURE RATING MAX. DOOR FRAME WIDTH MAX. DOOR FRAME HEIGHT SUBSTRATE CONCRETE, BLOCK, WOOD. ALUM., STEEL +45, —45 psf 6'-8" 8'-4" 4 ANCHORS +45, —45 psf 6'-8" 10'-0" 5 ANCHORS +49, —49 psf 6'-8" 9'-8" 5 ANCHORS +54, —54 psf 6'-8" 9'-4" 6 ANCHORS +57, -57 psf 6'-8" 9'-0" 6 ANCHORS +60, -60 psf 6'-8" 8'-8" 6 ANCHORS +70, -70 psf 6'-8" 8'-4" 6 ANCHORS I INb (TYP.) *(4)ANCHORS 4' 4' 4' 1 4' * (5)ANCHORS 4' 4'14' 4' — * (6)ANCHORS REO'D NUMBER OF ANCHORS AT CLUSTER OF ANCHORS AT ENDS OF TRANSOM BAR WITH MUM F nnnR ** ASD DESIGN PRESSURE RATING MAX. TRANSOM WIDTH MAX. DOOR FRAME HEIGHT TRANSOM HEIGHT SUBSTRATE CONCRETE, BLOCK, WOOD, ALUM., STEEL +45, -45 psf 6'-8" 8'-4" 2'-0" 4 ANCHORS 3'-0" 4 ANCHORS 4'-0" 4 ANCHORS +55, —55 psf 6'-8" 8'-4" 2'-0" 4 ANCHORS 3'-0" 4 ANCHORS 4'-0" 6 ANCHORS +70, —70 psf 6'-8" 8'-4" 2'-0" 4 ANCHORS 3 —0 4 ANCHORS 4 —0 6 ANCHORS TRA **(4)ANCHORS IO fI,Q/A....,y�� TRANSOM , BARS 4' ,�1iP•��•........ J,GEN •• %d �C•••;� No.44 fib. a 4' = -d STATE • F 4'� �.rF••F�ORf P ••� ` _s '*(5)ANCHORS-,�S1DNA II+1l MAXIMUM ANCHOR SPACING "S" SCHEDULE AT 1AL10C nr rnnna e•1r%rl 1Tr 8_ 'rn•LIN+J%.. ANCHOR A.S.D. DESIGN SUBSTRATE TYPE PRESSURE RATING "S" (psf) CONCRETE 1 /4" 0 ITW/BUILDER TAPCON ANCHOR @ +70.0, —70.0 11" O.C. 1 /4" 0 ITW/BUILDER BLOCK TAPCON ANCHOR 22 +70.0, —70.0 11 " O.C. 1 /4" 0 ITW/BUILDEX • • • • WOOD TAPCON ANCHOR 22 +70.0, —70.0 11':AG. ALUMINUM TUBE OR 1 /4" 0-14 ITW/BUILDS +70.0, —70.0 11'r 0." STEEL MEMBER TEK SCREW 2 • • • • • • . . REO'D NUMBER OF ANCHORS AT HEAD & SILL CLUSTER OF ANCHORS AT SIDELITE & DOOR JAMB MULLIONS *** I/_'-7�1 ASD DESIGN SUBSTRATE PRESSURE RATING CONCRETE, BLOCK, WOOD, ALUM., STEEL UP TO +67.5, —67.5 psf 4 ANCHORS > +67.5, —67.5 psf UP TO 6 ANCHORS +70, -70 psf P.E. SEAL/SIGNATURE/DATE *** (4)ANCHORS *** (6)ANCHORS P.E. SEAL/SIGNATURE/DATE *** (4)ANCHORS *** (6)ANCHORS •• •• FLORIDA BUILDING CODE (HIGH do NON HIGH VELOCITY HURRICANE ZONE) *2012 TK-TECO, WC TTI L TE—C 0 _,N c. TILLIT TESTING & ENGINEERING COMPANY G= N.W. 3M, SL. 8b. 305, VOGtM FL WIN P1. : (3*5)071-1530 . F= : (305)671-1531 CA-0066719 WALTER A. TILLIf Jr. P.E. FLORIDA Uc. f 44167 SERIES 24000 LMSZ IMPACT RESISTANT DRAWN By OUTSWING FRENCH DOOR W/ TRANSOM MP OR W/ SIDELITES 290 WEST 78 ROAD 6/17/19 k7QHWXAH. FL 33014 DATE PHONE: (3M) 555-8103 fAX: (305) 558-6M �NERAII ---.9— — 19-060 mac ay. „• one= DRAWING No SHEEF 22 OF 24 (3) 19 TYP REQ'D� FRAME CORNER DETAIL (ISOMETRIC). N. T. S. . . .... .. ... ...... .... ..... ...... .. . .... .... . .. ..... . . .. . ..... .. .. . .,.. DOOR PANEL & PANEL CORNER DETAIL (ISOMETRIC). N. T. S. p' Tvi �%• �� FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) 1�i�,� 1 A •` •• Ji¢ Z 02DI9 TILTECO. INC SERIES 24000 LMSZ IMPACT RESISTANT DRAWN BY JCEN • = • 7 '. OUTSWING FRENCH DOOR W/ TRANSOM OR W SIDELRES M.P. No.441 * • ' r/� /Ti LTE-C O 1Mc. WEST Ta Ra4 8/17/19 r . Tl S f� � TILLIT TESTING # ENGINEERING HW HW.FJIFi, FL 33014 DATE :.9• 0•'••. pR � � *�� : ,� P • COMPANY 635a 1M. 3WL St. St& 305. VtRA M CXIOM FL 3316a Ph—: pHDHE: (3p5) SSg_8t03 FAX: : (3M685 ) 559—a GENEL w". mpocLcm Z • ' '�,�,FS$10N • •1 •• i• Y (305)671-1530 . Fm : (305)971-1531 CA-00067/9 WALTER A. ' WINUCYWS � s 19-060 DRAWING No MY. ft w ccKwr rrz m* r omet�o. � f f41 TN.Lfi Jr. P.E. ' SHEET 23 OF F 24 SEAL/SIGNATURE/DATE MORDA Uc• i "167 a � v 2) 17 4 TYP. 21 35 (SHOWN @ 21 BOTTOM RAIL) CIM. @TOP ' I i I I li OORO I I � I I I I I I I I I II lU Li I I i t i I J i l i 1 /2" TYP. '----------- - ELEVATION RAIL) SIM. @ TOP PLAN DETAIL 1: TOP/BOTTOM RAIL CONNECTION TO STILES SCALE: 3/8"=1 " E F. No.44 6? -o STATE 3F :90,%..!XOR P. jON v PLAN VIEW AT ACTIVE & INACTIVE LOCK STILE DOUBLE DOOR (2) #10-24x7/16" F.N. M.S. TYP.) EA 7 PLAN VIEW AT LOCK STILE CAD SINGLE DOOR SHOOT BOLT GUIDE DETAIL AT TOP & BOTTOM STILES SCALE: 3/8"=1 " .• • • • • *so • „ ••• so so a 00 so .•.•.. 00 a • .. . as a•• ..• . . •.. •• . .•. V • • •••• ,`! 'le�/ SEAL/SIGNATURE/DATE FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) c201e TLTECO, INC SERIES 24000 LMSZ IMPACT RESISTANT OUTSWING FRENCH DOOR W/ TRANSOM OR W SIDELITES DRAWN BY M.P. rL E C O INC. 7e ROAD HNLEk4, n- 33014 PHONE. (z) 55g-8103 FAX (305) 558- M PkAIEPLAJ, ••-.9--oa-p-,L-m �� aShalap�S 6/17/19 DATE TILLIT TESTING & ENGINEERING COMPANY 6355 KW. 3Wu A- St.. 305, VMM GQ=W, FL 33186 (3G5 Pla : ,871-1530 . Fm : (303)V71-1531 CA-0006719 WALTER A. T,LLIT Jr. P.E. FLORIDA Lk- f 44157 19-060 DRAWING No ay. u. mrsln. we �v... onourm o� a SHEET 24 OF 24 M IAM 1•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy General Impact Glass & Windows, Corp. 290 West 78 Road Hialeah, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of.Wgtruction materials. The documentation submitted has been reviewed and accepted by Mi;a nZade Co Tn RER • • • • Product Control Section to be used in Miami Dade County and other areas where allowed by tie iA jhority ..„• ...... Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami-Dade.Qpunty Product.Controt" Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade'Qeaafy) reserve rlie right • • • • to have this product or material tested for quality assurance purposes. If this prodneb or marrial•tails tv •' • • perform in the accepted manner, the manufacturer will incur the expense of such 4testtog and the AHJ may ... ; • immediately revoke, modify, or suspend the use of such product or material withiVftlt jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product *Gontoo f • • Section that this product or material fails to meet the requirements of the applicablebuiA g cocrej ; • • • • This product is approved as described herein, and has been designed to comply with the FloA4;**dilding Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "VPF 8000" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 17-001, titled "Series VPF 8000 Outswing Aluminum Casement Window — LMI (Typical and Heavy Systems)", 'sheets 1 through 33 of 33, dated 03/08/17, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shaIl be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0329.01 M1AMI-DADE COUNTY Expiration Date: August 03, 2022 Approval Date: August 03, 2017 71 20 Page 1 71 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 17-001, titled "Series VPF 8000 Outswing Aluminum Casement Window — LMI (Typical and Heavy Systems)", sheets 1 through 33 of 33, dated 03/08/17, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS • . . .... ...... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ... . . ...... 2) Uniform Static Air Pressure Test, Loading 4 J Jj f TASr�Q�l-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, TASM 94 ;•. 6) Forced Entry Test, per FBC 2411 3.2.1, TAS•202-94 • along with marked -up drawings and installation diagram of series V11F 80QQ o4swing....;. aluminum casement, awning and fixed window, prepared by Fanestsation lestiag • Laboratory, Inc., Test Report No.FTL-9073, dated 11/30/16, signed;.nd seaiedty •' Idalmis Ortega, P.E. "" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5` Edition (2014), dated 02/20/17, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/ 18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol© Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. (Formerly Butacite®) Maau Qo1E z, P.E. Product Contminer NOA N329.01 Expiration Date: August 03, 2022 Approval Date: August 03, 2017 E - 1 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-61 Edition (2017), dated July 17, 2017, issued by Tilteco, Inc., signed and sealed signed and sealed by Walter A. Tillit, Jr., P.E. 2. Statement letter of no financial interest, dated February 21, 2017, signed and sealed by Walter A. Tillit, P.E. ... • 3. Proposal No. 16-0127 issued by the Product Control Section, drteq #jarch'23,•2616, • • • • ; • signed by Manuel Perez, P.E. " ' .. .. .... % G. OTHER 1. None. •••••� .... . ..... .. . ..... .. .. . .. ...... . . .. . ...... . . ......0000 anu P rez, P.E. Product Control xaminer NOA 7-0329.01 Expiration Date: August 03, 2022 Approval Date: August 03, 2017 E-2 GENERAL NOTES: 1. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT WINDOW —LARGE MISSILE IMPACT RESISTANT (TYPICAL & HEAVY SYSTEMS), SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) & 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT WINDOW (TYPICAL & HEAVY SYSTEMS) MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. FASTENERS SPACING IN WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2012 & N.D.S. 2015. THIS PRODUCT'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203, PER FENESTRATION TESTING LABORATORY REPORT # 9073 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 OF THE FLORIDA BUILDING CODE. 2. MAXIMUM A.S.D. DESIGN PRESSURE RATINGS FOR THIS WINDOW SHALL BE AS SHOWN ON SHEET 27 3. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT WINDOW (TYPICAL & HEAVY SYSTEMS) WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE. 4. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT WINDOW ,(TYPICAL & HEAVY SYSTEMS) ARE APPROVED FOR AIR AND WATER INFILTRATION. 5. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT WINDOW (TYPICAL & HEAVY SYSTEMS) SHALL COMPLY WITH SECTIONS 2411.5.1 & 2411.5.2 OF THE FLORIDA BUILDING CODE. 6. ALL COMPONENTS FOR THIS PRODUCT SHALL BE AS PER BILL OF MATERIAL & COMPONENTS SHEETS 2, 3 & 4. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 410 AISI SERIES & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 8. WOOD BUCKS BY OTHERS, MUST BE SOUTHERN PINE #2, G=0.55, AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF THE FLORIDA BUILDING CODE. (8.1) 2X WOOD BUCKS MUST BE PROPERLY ANCHORED TO EXISTING STRUCTURE TO TRANSFER LOADS TO IT. ANCHORAGE IS INDEPENDENT OF WINDOW FRAME ANCHORAGE. WINDOW FRAME MUST BE SEPARATELY ANCHORED TO 2X WOOD BUCK FOLLOWING DETAILS ON THIS DRAWING. 9. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINJSH. TO EXISTING POURED CONCRETE: (MIN. Vc = 3000 psi) — 1/4"0 TAPCON ANCHOR W/ 1 3/4" MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE & 4" MIN. SPACING, AS MANUFACTURED BY ITW/BUILDEX, INC. (COMPONENT 12 ). SEE NOTE 8. — 1/4"0 KWIK—CON 11 W/ 1 3/4" MIN. EMBED ENT, 1 1/2" MIN. EDGE DISTANCE & 3" MIN. SPACING, AS MANUFACTURED BY HILTI, INC. (COMPONENT 0 ). SEE NOTE 8. (8) TO EXISTING A.S.T.M. C-90 CONCRETE BLOCK WALL. — 1/4"0 TAPCON ANCHOR W/ 1" MIN. EMBEDMENT, 2 1/2" MIN. EDGE DISTANCE & 4" MIN. SPACING. AS MANUFACTURED BY ITW/BUILDEX, INC. (COMPONENT 12 ). SEE NOTE 8. — 1/4"0 KWIK—CON It W/ 1" MIN. EMBEDMENT 1 1/2" MIN. EDGE DISTANCE & 3" MIN. SPACING, AS MANUFACTURED BY HILTI, INC. (COMPONENT 0 ). SEE NOTE 8. (C) TO EXISTING 2xP.T. WOOD BUCK. OR WOOD STRUCTURE MIN. EDGE DISTANCE (E.D.)=1" & 3" MIN. SPACING. — 1/4"0-14 TAPCON ANCHORS W/ 1 1/2" MIN. PENETRATION, 1" MIN. EDGE DISTANCE & 3" MIN. SPACING. AS MANUFACTURED BY ITW/BUILDEX, INC. (COMPONENT 12 ). SEE NOTE B. . • • • 6 .... — 1/4"0 KWIK—CON 11 W/ 1 1/2" MIN. EMBEDENT, 1" MIN. EDGE DISTANCE & 3" MIN. SPACIRIG,'AS go MANUFACTURED BY HILTI, INC. (COMPONENT (vq} ). SEE NOTE 8. •00:" •• •• (D) TO EXISTING MIN. 1/8" THICK ALUMINUM TUBE (6063—T5 ALLOY) MIN. EDGE DISTANCE JVc.��= 1/+2��8�� 2" MIN. SPACING. — 1/4"0-14 TEK SCREW, AS MANUFACTURED BY ITW/BUILDEX, INC. (COMPONENT 13 ). THRtVS'$HALL-60 •• THRU THE TUBE THICKNESS. •• •• . 000 (E) TO EXISTING MIN. 1 /8" THICK STEEL MEMBER (ASTM A-500, A-653 OR A-36) MIN. EDGE DZSTANU. (E.D.) = 1/2" & 2" MIN. SPACING. • . : •00• — 1/4"0-14 TEK SCREW, AS MANUFACTURED BY ITW/BUILDEX, INC. (COMPONENT 13 ). THRR S:SHALL C,Q. THRU THE FULL TUBE THICKNESS. •00000 10. PROVIDE 1 /4" MAX. LOAD BEARING SHIM SPACE (TYP.). 11. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (8.2) 1X WOOD BUCK (OR ANY WOOD BUCK LESS THAN 2X) MUST BE PROPERLY ANCHORED TO EXISTING STRUCTURE TO TRANSFER LOADS TO IT. WINDOW FRAME ANCHOR SHALL BE USED TO ATTACH 1X WOOD BUCK TO EXISTING STRUCTURE BY DRIVING ANCHOR THRU BOTH WINDOW FRAME & 1X WOOD BUCK INTO EXISTING 12. STRUCTURE W/ PROPER EMBEDMENT AND EDGE DISTANCE AS SHOWN ON THIS DRAWING. IT IS NOT NECESSARY TO INDEPENDENTLY ANCHOR 1X WOOD BUCK TO STRUCTURE IN ADDITION TO THE ABOVE SPECIFIED ANCHORAGE. (8.3) WINDOW FRAME WITH ADAPTOR (COMPONENT # (0 FOR TYPICAL SYSTEM & COMP. # ® FOR HEAVY SYSTEM) MAY BE DIRECTLY CONNECTED TO EXISTING STRUCTURE WITH NO NEED OF WOOD BUCKS WHEN MASONRY OPENING IS NOT LARGER THAN ACTUAL WINDOW OVERALL DIMENSIONS. HOWEVER, SHIMS (SEE NOTE 10) MAY BE ALLOWED AT WINDOW FRAME ANCHOR LOCATION IF NEEDED. I THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT WINDOW (TYPICAL OR HEAVY SYSTEMS) MANUFACTURER'S LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: Approved era camplying with tHm FlaridA Beading Cock GENERAL IMPACT GLASS AND WINDOWS, CORP. HIALEAH, FLORIDA KtA-MI—DADE COUNTY PRODUCT CONTROL APPROVED. v 4 1 2.3750 -- 1 1 RAME (TYPICAL SYSTEM) .0800" �.08001, " .0800" 1 4.2 1 44" 1 F l`1 VENT F AME (TYPICAL SYSTEM) ".3000" 1-t.1850" I I 80301' .0500" TYP. 8030„ .05 TYP. .836T'--i .8367"-I 33,n1 ALTERNATE CENTER POST ALUM. INSERT BAR (HEAVY SYSTEM) (TYPICAL SYSTEM COMPONENTS (TYPICAL & HEAVY SYSTEMS)* SCALE 3/4"=1 " * TYPICAL & HEAVY SYSTEMS SHALL NOT BE COMBINED (MIXED) BETWEEN EACH OTHER). .0900" 1.9441 " 31" .0900" .75f15' $ 1 ,2nA ALTERNATE VENT FRAME (HEAVY SYSTEM) r -� .1850" '8030" 05 P. 1.0869"-I n4B GL,,,NG BEAD 7116- Q4C GLAZING BEAD RZ16- Q4D GLAZING BEAD I I Z1 6- (11PICAL & HEAVY SYSTEM) (MICAL ji HEAVY SYSTEM) =ICAL & HEAVY SYSTEM) -j.5000"r- 2.0000" �1 ALTERNATE ALUM. IkICC'DT DAD 2.2950" -TYP. TYP. I1- 50 09, soO _ :.c,._ _�_ •i 4. 4.2144" 3750" -.05 .08 TYP. 11.41C 2.2946" .05 .3750" ...... 2.4775 qCEN R POST.'. YS • -1/4" 0.014" 3/8" 39 INSULATED GLASS UNIT SPACER 1 :*906* approved as m .plying with th" fIQrida IbPiding CP&-_ .r • ryNSE •FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 'v ; • \� 6 �• y ©2017 TILTECO, INC. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT V � '� �• 0 WINDOW-LMI (TYPICAL do HEAVY SYSTEMS) i 290 WEST 78 ROAD ` \ ' O I N C . HIALEAH, FL. 33014 PHONE: (305) 558-8103 f �•` /�••��` \\ .TILLIT TESTING & ENGINEERING COMPANY FAX: (305) 558-6665 `••• �GJ \Q 6355 N.w. 36th. SL. Ste- 305, MRGINIA GARDENS, Fl. 33168 www.generatimpact.com �j �� • �(� 4� Phone : (305)571-1530 . Fax : (305)871-1531 ••'•... .. t/ Q EB-D006719 Rcv. xo DESCOPrrox wa en. M. aescwmax aAh 11-k�y17••• •A11}{ WFO R A. TILLrr Jr. FLORIDA Lc. # 44167E 1 MDC COMIADUS 16/1/171 3 M.L. DRAWN BY: 3/8/17 DATE: 17-001 DRAWING No. SHEET 2 OF 33 H OPERATOR PERATOR MULTIPOINT LOCK I NGES HARDWARE LOCATION AT SINGLE CASEMENT WINDOW HARDWARE LOCATION AT DOUBLE CASEMENT WINDOW VENT FRAME 20 O ALTERNATE FRAME I (TYP.) 30 j 4 of ' ® j j CD0 0 CASEMENT WINDOW OPERATOR HARDWARE DETAILS FOR TYPICAL & HEAVY SYSTEMS: REQ'D. AT EA. VENT (TYP.): SEE SHEETS 2, 39 6 & 7. SCALE 3/8"=1" INGES _S & OPERATOR VENT FRAME 20 OR ALTERNATE FRAME (TYP.) MULTIPOINT LOCK SCHEDULE FRAME HEIGHT # OF MULTIPOINT 33 1 /4" TO 39 1 /4" 2 39 1 /4" TO 45 1 /4" 3 45 1 /4" TO 51 1 /4" 4 51 1/4" TO 57 1/4" 4 57 1 /4" TO 63 1 /4" 5 63 1 /4" TO 69 1 /4" 5 69 1 /4" TO ;4" 5 • • • • . FRAME 10 OR 20, proved Aa complying� w ALTERNATE FRAME ri+la ding TYP. (TYP.) 1D1 22 23 30 My 0 10A 3t9iResel y MULTI POINT LOCK 38 „ VERTICAL SECTION - ��';•'N�jE•�•�'••. FLORIDA BUILDING CODE (HIGH VELOCITY HURRICA ZONE) '41 ••'• 02017 TILTECO, INC. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT M.L. p�Dt WINDOW—LMI (TYPICAL & HEAVY SYSTEMS) DRAWN BY: ' L Ei C O 290 WEST 78 ROAD HIALEAH, FL 33014 3/8/17 DATE: , N G . PHONE: (305) 558-8103 TIWT TESTING do ENGINEERING COMPANY 6355 N.W. 361n. St, Ste. 305. NRGWIA GARDENS, Fl. 33166 FAX: (305) 558-6665 1 7-001 A �� •� �� Plane : (3a5)571-1530 . Fax : (305)871-1531 www.generallmpoct.com - _ ...•• }1 EB-0006719 Rev. w eexlurtiox ose 1xv. N. 0esrnr:lrnl uA1E DRAWING No. P•Er,,,5 -•. EI}}}S WFLORIDA Lie. # 44167E 1 s SHEET 3 OF 33 �aa�rssl z i BILL OF MATERIALS: SINGLE & DOUBLE CASEMENT WINDOW (SEE SHEETS 6 & 7): TYPICAL & HEAVY SYSTEMS COMPONENT # DESCRIPTION DIMENSIONS/REMARKS MATERIAL 1 FRAME (TYPICAL SYSTEM) SHEET 2 6063-T6 ALUMINUM 1A ALTERNATE FRAME WITH ADAPTOR (HEAVY SYSTEM) SHEET 2 6063-T6 ALUMINUM 2 VENT FRAME (TYPICAL SYSTEM) SHEET 2 6063-T6 ALUMINUM 2A ALTERNATE VENT FRAME (HEAVY SYSTEM) SHEET 2 6063-T6 ALUMINUM 3 CENTER POST (TYPICAL SYSTEM) SHEET 2 6063-T6 ALUMINUM 3A ALTERNATE CENTER POST (HEAVY SYSTEM) SHEET 2 6063-T6 ALUMINUM 4A GLAZING BEAD 5/16" (TYPICAL & HEAVY SYSTEMS) SHEET 2 6063-T6 ALUMINUM 4B GLAZING BE 7/16" (TYPICAL & HEAVY SYSTEMS) SHEET 2 4C GLAZING BEAD 9/16" (TYPICAL & HEAVY SYSTEMS) SHEET 2 6063-T6 ALUMINUM 4D GLAZING BEAD 11/16" (TYPICAL & HEAVY SYSTEMS) SHEET 2 6063-T6 ALUMINUM 5 ALUMINUM INSERT BAR (TYPICAL SYSTEM) SHEET 2 6063-T6 ALUMINUM 5A ALTERNATE ALUMINUM INSERT BAR (HEAVY SYSTEM) SHEET 2 6063-T6 ALUMINUM 6 EQUAL FRAME ADAPTOR L SHEET 2 6063-T6 ALUMINUM 8 FRAME & VENT ASSEMBLY SCREWS #8-32 x 3/4" P-H. M.S. ST. STEEL 9 CENTER POST ASSEMBLY SCREWS #14 x 2-3/4" H.H. TEK SCREWS STEEL 12 1/4"0 TAPCON (ITW/BUILDEX) 1/4" 0 (SEE NOTE 9/1) STEEL 12A 1/4"0-14 KWIK-CON II (HILTI) 1/4" 0 (SEE NOTE 9/1) STEEL 13 1/4"0-14 TEK SCREW (ITW /BUILDEX) 1/4" 0 (SEE NOTE 9/1) STEEL 14 CORNER LOCK, 0.050" THK. x 1.7430" x 1.7430" x 0.473" SULLIVAN ASSOCIATES ST. STEEL 15 GLAZING BULB 0.250"x0.345" (ULTRAFAB) VINYL 16 STRUCTURAL SILICONE DOW CORNING 995 ALL AROUND GLASS SILICONE 17 BUMPER SPHEAR SILICONE 18 NON STRUCTURAL SILICONE DOW CORNING CONTRACTORS, CONCRETE SEALANT (CCS) AS SHOWN SILICONE 19 4 BAR HINGE HEAVY DUTY INTERLOCK 304 S.S. 20 HINGE MOUNTING SCREWS AT FRAME #10 x 518" PH SMS. SEE SHEET 3 ST. STEEL 21 HINGE MOUNTING SCREWS AT VENT #10 x 5/8" PH SMS. SEE SHEET 3 ST. STEEL 22 SINGLE ARM OPERATOR LEFT HANDING FOR CASEMENT SEE SHEET 3 ST. STEEL 23 SINGLE ARM OPERATOR LEFT HANDING SCREWS #10-24 X 1/2" F.H. M.S. ST. STEEL 24 SINGLE ARM OPERATOR TRACK SEE SHEET 3 _ 25 SINGLE ARM OPERATOR TRACK SCREWS & SASH BRACKET MOUNTING SCREW & AWNING OPERATOR NARROW -STAINLESS #8-32 X 5/8" F.H. SCREWS ST, STEEL 26 OPERATOR COVER AND HANDLE SEE SHEET 3 _ 29 RETAINER CLIP SEE SHEET 3 ST. STEEL 30 CASEMENT & AWNING FACE SPACER SEE SHEET 3 _ 31 MULTI -POINT LOCK MECHANISM SEE SHEET 3 ST. STEEL 32 MULTI -POINT LOCK MECHANISM MOUNTING SCREWS #8-32 X 3/4" F.H. MS ST. STEEL 33 LOCKING BARS SEE SHEET 3 ST. STEEL 34 CASEMENT STRIKE SEE SHEET 3 _ 35 CASEMENT GUIDE SEE SHEET 3 - 36 SNAP ON COVER SEE SHEET 3 _ 37 SNAP ON HANDLE SEE SHEET 3 _ 38 LOCK MOUNTING SCREW AT VENT AND FRAME #8-32 X 3/4" F.H. MS ST. STEEL 39 INSULATED GLASS UNIT SPACER �110iiil_i� SEE SHEET 2 3105-H24 ALUMINUM t......... Approved Florida R1 with MD FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 02017 TILTECO, INC. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT M.L. WINDOW—LMI ('TYPICAL & HEAVY SYSTEMS) DRAWN BY: 290 WEST 78 ROAD 3/8/17 L E C o I N C.ME; HIALEAH, FL. 33014 DATE: PHONE: (305) 558-8103 (305) 558-6565 TILLIT TESTING do ENGINEERING COMPANYFAX: 6355 N.W. 36th. St., St.. 305, VRGM CMRDEMS. Fl. 33166www.generotimpocLcom Phase : (305)871-1530 . Fax : (305)071-1531EB-0006719 17-001 DRAWING No. >E fay. "a ocscx�vnw wrz WALTER A. TILLIT Jr, P.E/17FLORfDA Lic. 44167 4 SHEET 4 OF 33 GLASS SCHEDULE COMPONENT DESCRIPTION MATERIAL 5/16" NOMINAL LAMINATED GLASS W/ 1/8" H.S. GLASS +0.090" BUTACITE PVB INTERLAYER BY KURARAY O AMERICA, INC. + 1/8" H.S. GLASS. GLASS 7/16" NOMINAL LAMINATED GLASS W/ 3/16" H.S. GLASS +0.090" BUTACITE PVB INTERLAYER BY KURARAY © AMERICA, INC. + 3/16" H.S. GLASS. GLASS 7/16" NOMINAL LAMINATED GLASS W/ 3/16" H.S. GLASS +0.090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. + 3/16" H.S. GLASS. GLASS 9/16" NOMINAL LAMINATED GLASS W/ 1/4" H.S. GLASS +0.090" BUTACITE PVB INTERLAYER BY KURARAY © AMERICA, INC. + 114" H.S. GLASS. GLASS 9116" NOMINAL LAMINATED GLASS W/ 1/4" H.S. GLASS +0.090" SENTRYGLAS® INTERLAYER BY KURARAY C1 AMERICA, INC. + 1/4" N.S. GLASS. GLASS 6-6 11/16" NOMINAL INSULATED -LAMINATED GLASS W/ 1/8" TEMPERED GLASS OUT BOARD -1/4 ARGON SPACER + 1/8 H.S. GLASS +0.090" BUTACITE PVB INTERLAYER BY KURARAY AMERICA, INC. + 1/8" H.S. GLASS. GLASS 14-1 ----I �— 5/16" NOMINAL Ill -- �— 7/16" NOMINAL --� �— 7116" NOMINAL w m m m g Q a (5 (0 16 `O(15� 16 15 ' 1Q6 T -1 n17 �1 n (SHOWN) GLASS TYPE OA GLASS TYPE OB GLASS TYPE B1 �--+ 9/16" NOMINAL ul [---+ 9/16" NOMINAL GLASS TYPE GLASS CONFIGURATIONS *USE SETTING BLOCKS AT 1/4 POINTS AT ALL GLASS. EACH LITE OF GLASS MORE THAN 3 FEET IN WIDTH SHALL HAVE TWO APPROVED SETTING BLOCKS, PER FBC. GLASS TYPE C1 TYPICAL & HEAVY SYSTEMS MAX. A.S.D. PRESSURE RATING FOR A GIVEN GLASS TYPE AND CORRESPONDING MAX. VENT WIDTHS AND VENT HEIGHTS MAX. A.S.D. MAX. MAX. MAX. MAX. GLASS TYPE DESIGN PRESSURE VENT WIDTH VENT HEIGHT D.L.O. WIDTH D.L.O. HEIGHT RATING man w w (b) O© © O +72.0 , -72.0 psf 41" 72 1/2" 35 5/8" 67 3116" C1 +106.0 , -105.0 psf. 41" 53 3/8" 35 5/8" 48 1('I'8" ..... 00 1 C 1 +110.0 , -110.0 psf. 39" 56 3/8 33•';/�; 51 1/1 6'P C1 +120.0 -120.0 36" 61 3/8" ..•..• 365,L9, • . , psf. 56 :1/16'.' • 0 �---f-11/16"NOM€NAL Ill H m 39 MAX VENT WIDTH "a" 17 io 15 16 2 (SHOWN) = DLO (a) OR ® W I wZ 2 OR � X> Q 16* � LL GLASS TYPE D Approved as complying with khi, Q F!Dr. BUidizg c�c VENT ELEVATION iDlsta %tismi Prad. mtra FLORIDA BUILD G CODE (NIGH VELOCITY HURRICANE ZONE) 02017 TILTECO, INC. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT M.L. WINDOW-LMI (TYPICAL & HEAVY SYSTEMS) DRAWN BY: �110ECO,mc. 290 WEST 78 ROAD HALEAH. FL 33014 3/8/17 DATE: PHONE: (305) 558-8103 (305) 558-6665 WE�N TILUT TESTING & ENGINEERING COMPANYFAX: B3,55 N.W. 36fh. St- St.. =. MRGNK GARDENS, Fl. 33166www.generolimpactcom Phone : (305)871-1530 . Fax : (305�71-1531 17-001 EB-DO06719 WALTER A. TILLIT Jr. P.E. DRAWING No. Kv, m 00clunm DATE I ay. I% I ocscWn0m wr 1 MDC COMMENTS 6/1 17 s SHEET 5 OF 33 FLORIDA Lic. 44167 2 MDC COMMENTS 7 6 17 4 CLUSTER OF "n" ANCHORS OR © TYP. 0 HEAD/SILL 0 MEETING STILES, SEE SCHEDULE ON SHEET 32 All AM TWO CLUSTERS OF OR TWO CLUSTERS OF OR 2 () © ® OR 0 TYP. 5„ OR (2) ®, ®OR t03 TYP. 0 S„ OR HEAD/SILL IN ADDITION TO TYP. B714 HEAD/SILL IN ADDITION TO TYP. 1Y74 ANCHORS AT JAMB ANCHORS AT JAMB 0 / to mW /mW N c1qn / / N I" r / i� i i w to r� i CL LLJIL C14 Lj CC) In 2 2 i j ii v t71 = _ / //� /i i • • • • • W C/15 / �� i /� C/15 W vl t/� E/19 %/ j / % E(99 • �••••i W W � W W OR = �� ' OR W u OR //j/ /' �� i OR •••••• • �. / cn 0 E'/20 �/ ' / . • • • OR SEE SHEET 5 / OR ( ( �/ EY20 • ( /, ... � SEE SHEET 5 SEE SHEET 5 / . • • OR OR OR /, •••••• D,/17 \ FOR GLASS p,117 = �- F'/21 FOR GLASS FOR GLASS OR •••• • L� - / SPECIFCATIONS) - +� SPECIFICATIONS) SPECIFICATIONS) F /21 • •: • •: • • • L&J La Ld Z ••• i / • Q Q o _ a uo Lo ' OR ©(SEE /i ® OR ® (SEE / i SCHEDULE ON SHEETS i /i SCHEDULE ON SHEETS All 28 & 29)(TYP.) AM 28 & 29)(TYP.) TYP. B/13 44 TYP. OR. B/13 OR OR 13714 13714 MAX. D.L.O WIDTH MAX. D.L.O WIDTH MAX. D.L.O WIDTH (SEE SHEET 27) (SEE SHEET 27) (SEE SHEET 27) MAX. VENT WIDTH MAX. VENT WIDTH MAX. VENT WIDTH (SEE SHEET 27) (SEE SHEET 27) (SEE SHEET 27) MAX. FRAME WIDTH (SEE SHEET 27) AX. FRAME WIDTH (SEE SHEET 27 AppmsedasempWftwMtbco ing C TYPICAL EXTERIOR ELEVATION TYPICAL EXTERIOR ELEVATION Rites $'ra.- it DOUBLE VENT TYPICAL OR HEAVY SYSTEMS 4O4 SINGLE VENT (TYPICAL OR HEAVY SYSTEMS t Miami de .917all CASEMENT WINDOW Wf ATTACHED JAMBS* ��,��!� r%. MENT WINDOW Wf ATTACHED JAMBS* SCALE: 3/4"=1'—O" SCALE: 3 4"=1'-0" ,,e�rt +GEN'"" FLORIDA BUILDING CODE (HIGH VELOCITY HURRI ANE ZONE) a� SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT M.L. NOTE: JAMBS MAY ALSO BE ATTACHED ONLY ON ONE SIDE & FREE STANDING t �• ®2017 TILTECO, INC. WINDOW—LMI (TYPICAL & HEAVY SYSTEMS) DRAWN BY: * ;,� - U ON THE OTHER SIDE (W/ ADAPTOR # 6Q FOR TYPICAL SYSTEM, OR ® ��`Y 290 VIM 76 ROAD 3/8/17 FRAME FOR HEAVY SYSTEM) AS PER DETAILS ON SHEETS 6, 7. "O �t �. C O �N�• HIALEAH, F� 33014 DATE: /�` J �• PHONE: (305) 555-8103 �! k TILLIT TESTING & ENGINEERING COMPANY FAX: (3p5) 556-6665 6355 N.w. UK SL, sta. 305. wacr+u GARDENS. FL 66 Lj www.genemlimpacLcom 17-001 (305)371-1530 . Fax : (M)871-1531 EB-OD06719 �_ p DATE �, ,� a a� DRAW No. WALTER A. TILLIT Jr. P.E. P!S•�f`E i /� FLORIDA Lic. # 44167 2 SHEET 6 OF 33 CLUSTER OF "n" ANCHORS © , OR ® TYP. ® HEAD/SILL 0 MEETING STILES, SEE SCHEDULE ON SHEET 32 TWO CLUSTERS OF "n" ANCHORS TWO CLUSTERS OF © , ® OR @ TYP. ® HEAD/SILL, SEE "n" ANCHORS ® , ® OR �3 SCHEDULE ON SHEET 30 TYP. ® HEAD/SILL, SEE SCHEDULE ON SHEET 30 5„ B/13 Bill OR, 5 '. OR TYP. 13714 TYP. B714 yx N N N % X N N N /� ` •••• W W / / / W I . ; /� / • • • Le) V) _ _ //� /i •••••• •• •• W W i/,jam ,j//� / •••••• • W W W W W W 11 (SEE SHEET 5 /1 .) /2SS OR OR (SEE SHEET 5 (SEE SHEET 5 / _ = D'/18 SPECIFICATIONS) D718 = _ = F'/22 / FOR GLASS FOR GLASS / 0 2 • • • • • • • • • • O O Ca O O SPECIFICATIONS) SPECIFICATIONS) • • • • • • • W W W W W //i //��. •••••• • F- O / • • • Z l O i ///�/ • • •••• W Jk„ Q Lu ,/ i • • • • • • tL > > 0 i/%% • • X X X / X X a a s g �/� � a a a ,• /: \ // fXIM1111111111, 5" B/13 5" B/13 TYP. OR, TYP. OR 8714 13714 MAX. D.L.O WIDTH MAX. D.L.O WIDTH MAX. D.L.O WIDTH (SEE SHEET 27) (SEE SHEET 27) (SEE SHEET 27) MAX. VENT WIDTH MAX. VENT WIDTH MAX. VENT WIDTH (SEE SHEET 27) (SEE SHEET 27) (SEE SHEET 27) L.MAX. FRAME WIDTH (SEE SHEET 27) AX. FRAME WIDTH (SEE SHEET 27 TYPICAL EXTERIOR ELEVATION Approvedascomplyingwithttl.: TYPICAL EXTERIOR ELEVATION rm-rida Wding WC,,, DOUBLE VENT TYPICAL OR HEAVY SYSTEMS) SINGLE VENT (TYPICAL OR HEAVY SYSTEMS) C _ CASEMENT WINDOW W/ NOT ATTACHED JAMBS* CASEMENT WINDOW W/ NOT ATTACHED JAMBS* sFa;><1 ear .erol SCALE: 3/4"=l'—O" 11001 l t Afz'f", "F SCALE: 3/4"=V-0" * NOTE: JAMBS MAY ALSO 8E ATTACHED ONLY ON ONE SIDE &FREE STANDING `�`,�C NS�``•._e. FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ON THE OTHER SIDE (W/ ADAPTOR # © FOR TYPICAL SYSTEM, OR ® SERIES VF'F $000 OUTSWiNG ALUMINUM CASEMENT M.L. FRAME FOR HEAVY SYSTEM AS PER DETAILS ON SHEETS 6, 7.No. I ©2017 TLTECO, INC., WINDOW—LMI TYPICAL HEAVY SYSTEMS DRAWN BY: —; 290 WEST 78 ROAD 3/6/17 ' SNR F HIALEAH, FL 33014 DATE: y .�'4 ' IN O � N O. PHONE: (305) 558-6105 ✓ •TILLIT TESTING � ENGINEERING COMPANY FAX: (3U5) 558-666 6355 N.W. 35th. St., Sta. 305. VIRGINIA GARDENS, F1. 33166 www.generalimpacLcorn 1 7-001 \ Phone: (305)871-1530 . Fox : (305)871-1531 -� {3 lm— . -r— EB-0006719 REV. NO ascwno-N ah WV. n, ocsCRwmM I Dat DRAWING No. WALTER A, TILUT Jr. P.E. P.E:'SFj�/ FLORIDA Uc. 1 44167 t 5 SHEET 7 OF 33 2 4 A112 —TWO CLUSTERS OF "n^ ANCHORS @ on @TYP. @ HEAD/SILL. SEE u*ssTS 0. 7 & 30 UNLIMITED NUMBER OF SINGLE CASEMENT "" / UwUW�ED NUMBER OF SINGLE CASEMENT T OR OR cn N. OR Ij ---------------- A112-- MAX. FRAME WIDTH TWO CLUSTERS OF "n" ANCHORS @ . d@0oe @TYP @ *EAD/su- sGc sHccTs 5. 7 & oo UNLIMITED NUMBER m'DOUBLE CASEMENT WINDOWS (SEE SHEETS 6 & 7) z x (n OR TWO CLUSTERS or ^n~ mvcHnns @ . (��mn @l7P. ox HEAD/SILL SEE oHccTs o. 7 & oo --(SEE S*[sTs s & 7 FOR WINDOW CONFIGURATION) \uLt Z:)nLu Z// uwuwIT[D NUMBER OF DOUBLE CASEMENT WINDOWS (SEE SHEETS 6 & 7) MAX. FRAME WIDTH 014-3 (SEE SHEETS 6 & 7 FOR WINDOW CONFIGURATION) qR UNLIMITED NUMBER OF SINGLE OR DOUBLE B-114 UNLIMITED NUMBER OF SINGLE OR DOUBLE (SEE SHEETS 6 & 7 FOR CASEMENT WINDOWS (SEE SHEETS 6 & 7) CASEMENT WINDOWS (SEE SHEETS 6 & 7) WINDOW CONFIGURATION) ui LJ OR 115 La Cno\ UALIFIED CONFIGURATIONS FOR SINGLE VENT (TYPICAL OR HEAVY SYSTEMS) CASEMENT WINDOW W-1 ACCOMPANYING SINGLE, DOUBLE OR COMBINATION OF SINGLE AND DOUBLE VENT (TYPICAL OR HEAVY SYSTEMS) CASEMENT WINDOWS TYPICAL EXTERIOR ELEVATIONS *ppmwaag T 78 ROAD ILUT TESTING & ENGINEERING COMPANY FAX: (305) 558-5655 17-0O1 DRAWING No. sxez u or xo X W CLUSTER OF "n" ANCHORS OR (a TYP. @ HEAD/SILL 0 MEETING STILES. SEE SHEET 32-,, A�112 UNLIMITED CLUSTERS OF -n- ANCHORS OR @ TYP. 0 HEAD/SILL. SEE SHEETS 6. 7 & 30 n�a UNLIMITED NUMBER OF SINGLE CASEMENT OR I B/13 TED NUMBER OF SINGLE CASEMENT 1ZWrPT1Z r 1, -7% 1— / --- —k F- 3: Lj 2 lBr'/14 I ---------- H H/23 —v (SIM OR 041 H-M H725 4 OR,/ SIM.) Ld OR -x it V) P, E/119 OR EJ/19 LJ OR OR, LLJ Ef :i E'/26'\ p ........... MAX. FRAME WIDTH A112 13R CLUSTER OF "n" ANCHORS OR a TYP- 0 HEAD/SILL @ MEETING STILES. SEE SHEET 32 B/13 OR UNLIMITED NUMBER OF DOUBLE CASEMENT B'114 wimr)nwcz fCrr zwrrTc a a, 7\ X 2 {SEE SHEETS 6 & 7 FOR WINDOW CONFIGURATION) : ..* 0 : /0 CLUSTERS OF "n" ANCHORS OR @ TYP. 0 HEAD/SILL. SEE SHEETS 6, 7* UNLIMITED NUMBER OF DOUBLE CASEMENT SEE SHEETS 6 & 7 FOR -wT1N`DOWS [SEE SHEETS A z -7) Vyf[14 — ------- q1f - — ----- iI it OR OR C141 �Iell OR V) it E119, FJ19 E/19 Lu OR, 0 E'/2QI E'120,, E720 JU -------------- — ------- MAX. FRAME WIDTH A112 (SEE SHEET 27) DOW CONFIGURATION) 0 00*0 0 UK CLUSTER OF "n" ANCHORS OR 0 TYP. @ HEAD/SILL @ MEETING STILES. SEE SHEET 32-\ 'I B/13R TWO, CLUSTERS OF "n" ANCHORS @ OR @ TYP. 0 HEAD/SILL. SEE SHEETS 6, 7 & 30 O UNLIMITED NUMBER OF SINGLE OR DOUBLE B'114 UNLIMITED NUMBER OF SINGLE OR DOUBLE (SEE SHEETS 6 & 7 FOR (WSFMFNT WlNnC)Wq (<�FF qWPFTq R A, 71 f- - . -1 U11kir%niAl f'^k1L-1f%110A-r1nk1N - - -------- - -- - - - - ------- - ------- ------- ---- - - -------- --- - ------- Hr23 1123 vr Ir23(SIM.),/ v '/V OR '12 H 72 OR jQ(t1w) j' p ' ! ; : li Ii II La w X OR 'OR V) E119 E119 Fil 9 OR E720 E720 E720 It it -- - ------- - ----- ------- - -------- - --------------------- ------------- - -------- ---- - --- - -------- '�A/112 A ll MAX. FRAME WIDTH rl SHEET 27) UALIFIED CONFIGURATIONS FOR DOUBLE VENT (TYPICAL OR HEAVY SYSTEMS) CASEMENT WINDOW W/ ACCOMPANYING SINGLE, DOUBLE VENT OR COMBINATION OF SINGLE AND DOUBLE VENT (TYPICAL OR HEAVY SYSTEMS) CASEMENT WINDOWS TYPICAL EXTERIOR ELEVATION SCALE 3/8"=V-0" I I4 k//- t .9 . : 00 0* 9 K UNLIMITED NUMBER OF FIXED GLASS B//13, tl11 AlnAll,[` I Il,nl-n TWO CLUSTERS OF "n" ANCHORS © , ® OR TYP. 0 HEAD/SILL. SEE SHEETS 6, 7 & 30 UN LIMITED NUMBER OF FIXED GLASS WINDOWS UNDER SEPARATE NOA 13714 ON!ri '� /23 ' IIOR ' K/2323 I !jI �I 5il 11 i%, l I, ! O 5 it ii r •% i w ii i ' iiOR ��, OR 16i�i ;; I; it !i •''• fi ji ,I j I - -- OR------------ B/13 MAX. FRAME WIDTH TWO CLUSTERS OF "n" ANCHORS @ ® OR ® Uri B714 TYP. 0 HEAD/SILL. SEE SHEETS 6, 7 & 30 A/12 UNLIMITED NUMBER OF FIXED GLASS BO/ 3, ,111111'1 nl.,n x w w a ti k�LL SHLLI L/) (SEE SHEETS 6 & Li7 FOR WINDOW a CONFIGURATION)of CLUSTER OF "n" ANCHORS ® , ® OR ® TYP UNLIMITED NUMBER OF FIXED GLASS WINDOWS UNDER SEPARATE NOA 'I � I; i; '� i; %� �'•\ ;i it C14li jj J123 J/23' / 3 I� %1123(SIM.) Ij w ii ri 'l OR ri OR _ I II li 1 i E/19 jiii E/19 �19 ;i—E/� i ii ,i % / I! w v ij Ij j OR Ej24�jiiEY20 :;�5% ' r OR ii i; � I ,.,,• ii'� A/12 OR MAX. FRAME WIDTH B%14 (SEE SHEET 27) UALIFIED CONFIGURATIONS FOR SINGLE/DOUBLE (TYPICAL SYSTEM ONLY CASEMENT WINDOW W/ ACCOMPANYING FIXED WINDOWS (UNDER SEPARATE NOA) TYPICAL EXTERIOR ELEVATION SCALE 3/8"=1'-0" * MAX. FRAME HEIGHT & FRAME WIDTH OF ACCOMPANYING FIXED OR AWNING WINDOWS SHALL BE AS PER SEPARATE NOA AND THE SHORTEST FRAME HEIGHT OF EITHER WINDOW TYPE SHALL BE USED. UNLIMITED NUMBER OF AWNING WIMDDWq IINnFR CFPAPATF NO& TWO CLUSTERS OF "n" ANCHORS © 2 OR �3 P. 0 HEAD/SILL. SEE SHEETS 6, 7 & 30 A112 B/1R UNLIMITED NUMBER OF AWNING OR WINDOWS UNDER SEPARATE NOA B/14 j li 2411i' 4' M/2 �M/�¢ w it I' :5 ;! d I 'I i I N ��t)yyy��Rij i li w w +t� i' �f jj Ok'i `'''%fi`• Ij bR ri ' r,l OR MAX. FRAME WIDTH 0 HEAD/SILL 0 MEETING STILES. SEE SHEET 32 A/12 UNLIMITED NUMBER OF AWNING B/13� _ c? w x w (SEE a SHEETS 6 af ---& 7 FOR X WINDOW < CONF.) B714 (SEE SHEETS 6 & —7 FOR WINDOW CONFIGURATION) • • • •••••• (SEE SHEET 27) •••••• • TWO CLUSTERS OF "n" ANCHORS •�• OR • 13 TYP. 0 HEAD/SILL. SEE SHEETS 6, '� & 39. • • • UNLIMITED NUMBER OF AWNING WINDOrr•S'•� •••00 UNDER SEPARATE NOA • • WINUUWS UNL)tN 5LF'AKAIL NU — ------ _ B/14 4J241i L/2Ow 'L/24 j(SIM.j i r V) it �j li �f to I�t E/19 ON 72 I I Ar12 OR MAX. FRAME WIDTH (SEE SHEETS 6&7FOR wlNDow CONF.) Br14 (SEE SHEET 27) QUALIFIED CONFIGURATIONS FOR SINGLE f DOUBLE (TYPICAL SYSTEM ONLY) CASEMENT WINDOW W_.,1 Mpp�ednc�omply� ACCOMPANYING AWNING WINDOWS 'ding with lb'. Mrlda UNDER SEPARATE NOA -A0 I .�oAa TYPICAL EXTERIOR ELEVATION l:'ar11 )% � ' u4i ntro' SCALE 3 s =1 -0 `��'�,Q.: •�ENSF ••''•. FLORIDA BUILDING CODE (HIGH VELOCITY HURRICA E ZONE) :t ®zo17 nLTECD, INC. SERIES VPF 8000 OUTSWING AWMINUM CASEMENT M.L WINDOW-1-Ml (TYPICAL & HEAVY SYSTEMS) DRAWN BY: • 290 WEST 78 ROAD HIALEAH. FL. 33014 E C 0.... PHONE: (305) 558-8103 3/8/17 DATE: �° I •• ,0�;' +` �! �f �• A o '7O FDA •' `�� tI� •• •• TILUT TESTING k ENGINEERING COMPANY FAX: (305) 558-5565 6355 N.W. 36th. St, Ste. 305, VIRG711A CMDENS, Fl. 33166 Ph— : (505)71-ISM. Fox; (305�1-1531 + www•9enerofimpact.com 17-001 ` 19( Irv.Ilo oascanal ogle Irv. Ile rcimMIDM p�7E EB-00A. DRAWING No. P.E: 3L'L I ,A �ti' et LLIT J WFLARIOA Uc 44167r. � 1 a SHEET 10 OF 33 TWO CLUSTER OF (2) ANCHORS ® OR ® TYP. @ MEAD/SILL REQ'D. WHEN JAMBS ARE ATTACHED & TW a" CLUSTERS OF "n" ANCHORS ®, 2� ; ANCHORS ©, ®OR� TYP. REQ'D. _� _ : WHEN ADAPTOR (COMP. 6 AT TYPICAL OR ©TYP. ®HEAD/SILL WHEN ! �'`3 SYSTEM IS NOT USED AT JAMBS, AS JAMBS ARE NOT ATTACHED (WHEN ) DETAILED ON SHEET C/15 SEE SCHEDULE C ADAPTOR© OR FRAME ® ARE USED), �� - �I SHEETS 28 & 29 FOR ANCHOR SPACING. N SEE SCHEDULE ON SHEET 31� ANCHOR IS REQ'D. IF ADAPTER (COMP. ©A �' L ✓/". TYPICAL SYSTEM OR FRAME ® AT HEAVY SYSTEM) ARE USED AT JAMBS, AS PER DETAIL ON SHEET D/17 & D'/18 Nr UNLIMITED NUMBER OF SINGLE VENT UNLIMITED NUMBER OF AWNING & FIXI CASEMENT WINDOWS (SEE SHEETS 6 & 7) ; WINDOWS IN ANY SEQUENCE UNDER SEPAL = C/15 % C/F- �i z W N OR /i W W W C1 LI '/1 fi ' T OR K D/17 �< tq OR z , UNLIMITED NUMBER OF SINGLE VENT i ?j = .r I: f UNLIMITED NUMBER OF AWNING & FIXE CASEMENT WINDOWS (SEE SHEETS 6 & 7} p `., _ WINDOWS IN ANY SEQUENCE UNDER SEPAF LUSTER OF "n" ANCHORS ® ® OR ® TYP. ® EA. END OF HORIZONTAL CENTER POST(3)TYP. EA. JAMB, SEE SCHEDULE ON SHEET 33 9 I v I a 0, OIn MAX. FRAME WIDTH (SEE SHEET 27) UALIFIED CONFIGURATIONS FOR SINGLE VENT (TYPICAL OR HEAVY SYSTEMS CASEMENT WINDOW Wf COMBINATION OF VERTICAL ACCOMPANYING SINGLE VENT (TYPICAL OR HEAVY SYSTEMS) CASEMENTS WINDOWS TYPICAL EXTERIOR ELEVATION SCALE 3/8"=l'—O" CHOIRS © , OR _0 TYP. REQ'D. EN ADAPTOR COMP. 6 AT TYPICAL STEM) IS NOT USED AT JAMBS, AS TAILED ON SHEET C/15 SEE SCHEDULE SHEETS 28 & 29 FOR ANCHOR 4CING. NO ANCHOR IS REQ'D. IF 4PTER (COMP. ©AT TYPICAL SYSTEM) USED AT JAMBS, AS PER DETAIL D/17 • • •••• •••••• •••••• •• •• •••••• • •••• • ••••• •••••• •• • ••••• •• •• • •• •••••• • •••• OF "n" ANCHORS ® 12 OR ® EA. END OF HORIZONTAL 'OST(3) TYP. EA. JAMB, SEE ON SHEET 33 (SEE SHEET 27) UALIFIED CONFIGURATIONS FOR SINGLE VEN (TYPICAL SYSTEM ONLY) C, ASEMENT WINDOW W/ COMBINATION OF VERTICAL ACCOMPANYING N. TILC/r ` FIXED & AWNING WINDOWS (UNDER SEPARATE NOA) TYPICAL EXTERIOR ELEVATION SCALE 3/8"=1'—D" ftpprmed 96 complying with+ 11b; >Flodda V-1iding CAC..._ ... POURED CONCRETE OR CONCRETE BLOCK REQ'D. i^ N � N W W W W to N = W t` W W W N U n Z I- W z 0i (� � -� N = W_ W W X (N v QZ � W X X a a POURED CONCRETE OR CONCRETE BLOCK REQ'D: F_n_(SFr �V_ E.D. (SEE NOTE 9/1) F.D_(SFF N%J I L 7/ I j 2"x P.T. WOOD BUCK (SEE NOTE _1" x P.T. 8/1) OR WOOD WOOD BUCK STRUCTURE (SEE NOTE 8/1) FOR HINGES PART SEE SHEETS 2, 4 E.D. (SEE E.D. (SEE NOT NOTE 9/1) 9/1) 12 MIN. EMB. OR (SEE NOTE 9/1) MIAMI DADE COUNTY APPROVED ALUMINUM TUBE MULLION OR STOREFRONT OR CURTAIN WALL MULLION (UNDER SEPARATE APPROVAL) E.D. OR STEEL MEMBER BY (SEE OTHERS (SEE NOTES NOTE 9(D)/1 & 9(E)/1) 9/1) 4"MAX SHIM FOR HINGES PART SEE SHEETS 2, 4 E.D. (SEE NOTE 9/1) MIN. EMB. (SEE NOTE 9/1) 4"MAX SHIM OR B \,:.7 `" OR (dq - — U OR D 16 ®oR p 16 .... • Z 17 z 1 • . • • • • •••• •••••• • EXTERIOR 15 EXTERIOR 15 U •••••• '••'•: ••••:• N N • )OR B OR 1 A OR B OR 1 )OROR D o i= o 0 i F ©OR C1 OR© •••• •••••• • ••••• a ,•••.. • • •• •• •• • • • • • ••�••• WOOD ALUMINUM MULLION OR : ' : •• •••••• •. . ••••:• SUBSTRATE STEEL MEMBER •'• :••••: SUBSTRATE '••••' FOR CASEMENT OPERATOR PARTS SEE SHEETS 2, 4 4"MAX SHIM _ 1" x P.T. WOOD BUCK (SEE NOTE 8/1) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE SECTION A -A (TYPICAL SYSTEM) SCALE 1 /2 =1 " Approved as cmmply109 wftb M Florida *tiding Cy¢e 42n r rt for- k- T11 `�f •� •,ENS•• ✓� +� \� •••,•I. e • „ FLORIDA BUILDING CODE (HIGH VELOCITY HURRI NE ZONE) C2017 TILTECO. INC. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT WINDOW—LMI (TYPICAL ak HEAVY SYSTEMS) M.L. DRAwN eY: 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558-8103 FAX; (305) -66656665 WWW.gerlerollmPOCt.com 3/8/17 DATE: 1 L E C o, N C. -+. • '^} '.// � �• ``\ (� R • �/ �/� •••• {{�10i �••• `\` V • V �1 R ` � 11 ,I! TILLIT TESTING d ENGINEERING COMPANY 63M N.N. 36th. St- Ste. 305. V;2C GANDENS, Fl. 33166 Phone : (305)8'71-15W .Fox (303�77-1331 EB-0006719 WALTER A TILLIT Jr. P.E. FLORIDA Uc. � 44167 I1 1 7-OV 1 DRAWING No. 1cY. 1a ocscnrtph wic 1ay. w ocsrnriroll oAa MDC COMMENTS s/1/17 a SHEET 12 OF 33 POURED CONCRETE OR CONCRETE BLOCK REQ'D. POURED CONCRETE OR CONCRETE BLOCK REQ'D. E.D.(SEE NOTE 9/1) r 1, iC« 2% P.T. WOOD BUCK (SEE NOTE 8/1) OR WOOD -1 " x P.T. STRUCTURE WOOD BUCK (SEE NOTE 8/1) FOR HINGES PARTS SEE SHEETS 2, 4 — EXTERIOR OR OR FOR CASEMENT OPERATOR PARTS SEE SHEET 2 4"MAX SHIM ^. i a MIN. EMB. ajq--i " x P.T. (s€t . NOTE . WOOD BUCK g/j) (SEE NOTE 8/1) a: a m E.D. (SEE E.D. (SEE NOTE 9/1) NOTE 9/1) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE E.D.{SEE NOTE 9/Tr—(SEE E.D. (SEE NOTE 9/1) MIAMI DADE COUNTY APPROVED ALUMINUM MIN. EMB. TUBE MULLION OR NOTE STOREFRONT OR CURTAIN 9/1) WALL MULLION (UNDER E.D. (SEE SEPARATE APPROVAL) NOTE 9/1)NOTE E.D. (SEE 9/1) 12 OR STEEL MEMBER BY MIN. EMB. OR OTHERS (SEE NOTES (SEE NOTE 9(D)/1 & 9(E)/1) 18 4"MAX 6 -!"MAX SHIM -A.. SHIM blul Ilk FOR HINGES PARTS SEE SHEETS 2, 4- - OR IBI " 1., 16 C OR D 16 .... w 17 17 •..' • • w W 15 . f � EXTERIOR � •••;•• N •• •• J p J Q • •••• • 2 •• •••• • aQ a RCOR0 ©OD o •.•..• • • •. • • • • WOOD ALUMINUM MULLION ©F' ;••'.• SUBSTRATE STEEL MEMBER„•'; ',,;; SUBSTRATE '••••' SECTION B—B (TYPICAL SYSTEM) 3 roved 1s com , iv Wilb nn n r � 14, SCALE 1 /2"=1 " ri ids fjujdiag Cori v>,1s NO 'U I mi a ue9 %5 •.,.' FLORIDA BUILDING CODE (HIGH VELOCITY HU (CANE ZONE) :•'S ��y'I (. ;� 02017 TILTECO, INC. SERIES VPF 8000 OUTSWING ALUIIINUM CASEMENT M.L. WINDOW—LMI (TYPICAL do HEAVY SYSTEMS) DRAWN BY: • ~ I L E C O e N C.ME 290 WEST 78 ROAD HIALFAW, FL 33014 PHONE: (305) 558-8103 3/8/17 DATE: ` * /Q�s �' e\ 0 TILLIT TESTING & ENGINEERING COMPANYFAX: 63M N.W. 3M. St. St.. 305. 'ARGINw GARDENS, n. 33t66www.9enerolimpact.com 17-001 • ! `'; FLO�ry Al�`O: (305) 558-6665 ,`� [� • •1EH-0006719 Phom: (305)871-1530. port: (305)871-1531 yn Ky o�c.rlgrl a WALTER A- TILLIT Jr. P.E.FLORIDA DRAWfNG No. TS 6 1/17 3 SHEET 13 OF 33 Lic. # 44167 POURED CONCRETE OR CONCRETE BLOCK REQ'D. FOR HINGES PARTS SEE — SHEETS 2, 4 OR N N UJI W in z EXTERIOR W 0 1, W W W N ~' W A OR 8 ORI = F o= 2 J 7n C OR �OR S W W W X 1n Z.. m uj > X X a a 2 OR _ E.D.(SEE E.D.(SEE NOTE 9/1) -NOTE 9/1) 2 MIN. EMB. (SEE NOTE 2"x P.T. WOOD BUCK (SEE NOTE 8/1) OR WOOD 1 " x P.T. STRUCTURE WOOD BUCK (SEE NOTE 8/1) 1 MAX J SHIM SHIM 1 C C FOR HINGES 14 PARTS SEEP SHEETS 2, 4 15 OR C OR z w w EXTERIOR a Z O H d o AOR BORI F I I�CiOR 61)OR I FOR CASEMENT OPERATOR PARTS SEE SHEET 2 1 "MAX SHIM POURED CONCRETE 4 " OR CONCRETE < OR MIN. EMS. a .:e " BLOCK REQ'D. 1x P.T. WOOD BUCK �\ (.5€t NOTE, . ° <d 9/1) / (SEE NOTE 8/1) E.D. (SEE E.D. (SEE NOTE 9/1) NOTE 9/1) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE E.D.(SEE E.D. (SEE NOTE 9/1-T NOTE 9/1) MIN. EMB. (SEE NOTE 9/1) OR 4"MAX SHIM WOOD SUBSTRATE MIAMI DADE COUNTY APPROVED ALUMINUM TUBE MULLION OR STOREFRONT OR CURTAIN WALL MULLION (UNDER SEPARATE APPROVAL) OR STEEL MEMBER BY OTHERS (SEE NOTES 9(D)/1 & 9(E)/1) FOR HINGES PARTS SEE — SHEETS 2, 4 E.D. (SEE E.D. (SEE NOTE 9/1)NOTE 9/1) � MIN. EMB. ((SEE NOTE I 9/1) 4"MAX SHIM uvu� L(jNO�BRD '' 15 . •.. z • • • 15 15 � • EXTERIOR v' • • • : • • • • • )OR B OR 1 o •••••• • • •• • • • • ••••• )OR IC! OR D •• •• • •• •••••- • • • •• • •••••• ALUMINUM ULLI IL OR •••' ;•„•; STEEL MEMBER"* •::::• • SUBSTRATE SECTION B'-B' (HEAVY SYSTEM SCALE 1 /2 "=1 " �tpprnved as rnmu''yilbzgwStil tt1 V t��,�,.�•G��S� Z off FLORIDA BUILDING CODE (HIGH VELOCITY HURRI NE ZONE) • 4�1rol : * 02017 TILTECO, INC. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT M.L. WINDOW—LMI (TYPICAL & HEAVY SYSTEMS) DRAWN BY: ` • 2tE- EST 78 ROAD 3/8/17 yy y %/ ,•' HH, FL 33014 DATE: O N C . PHO305) 556-8103 r(,�.\TILLIT TE571NG 3 ENGINEERING COMPANY F305) 558-6665 r` [1 • 6355 N.W. J6th. St, SG. EN INEE CANDELAS, Fl. ANY••,Phone : (305)871-1530 . Fox : (305)077-1531 WWEfGImpOCtCO(11 17—OOf EB-OOD6719 KY. 00 y KK, DATE I WV. al rz DRAWING No. 1 WALTER A. TILLIT Jr. P.E. P.E. ATEE�I FLORIDA Uc. # 44167 7 MDC COMMENTS 6 1 17 3 �s.�_e__..•l(r SHEET 14 OF 33 2"x P.T. WOOD BUCK (SEE NOTE 8/1) OR WOOD STRUCTURE MIN. EM (SEE E.D.(SEE NOT NOTE 9/1) 9/1y E.D.(SEE NOTE 9/1) 01r MIN.EMB. (SEE NOTE 9/1) MIAMI DADE COUNTY E.D.(SEE APPROVED ALUMINUM NOTE 9/1) TUBE MULLION OR STOREFRONT OR CURTAIN WALL MULLION (UNDER SEPARATE APPROVAL) OR STEEL MEMBER BY E.D.(SEE OTHERS (SEE NOTES NOTE 9/1) 9(D)/1 & 9(E)/1) f_ 1 "MAX SHIM NOW FOR MULTIPOINT LOCKS PARTS ON SHEETS 2, 4—N. 4"MAX SHIM 1 " x P.T. WOOD BUCK (SEE NOTE 8/1) E.D.(SEE e `a OTE 9/1) MIN.... N. EMV, a (SEE NOTE � 2 . 1 _�+ s- �p r NOTE 9/1) • - 0 © �t en cn — 49OR 4JD I MAX. D.L.O. WIDTH (SEE SHEET 2 MAX. VENT WIDTH (SEESHEET27) MAX. WINDOW FRAME WIDTH (SEE SHEET 27) EXTERIOR 4"MAX SHIM ALUMINUM MULLION OR STEEL MEMBER SUBSTRATE EXTERIOR L—POURED CONCRETE OR CONCRETE BLOCK REQ'D. POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE SECTION C-C (TYPICAL SYSTEM) SCALE 1/2 =1 ri.. o�n k. TIL/ .00000 .. .. .. .. •000 ,ivpmwd ; emplyiag wS tms eaing s Dote I raA# Miami - C @ 2"x P.T. WOOD BUCK --"'MAX SHIM (SEE NOTE 8/ 1) OR 4 1 WOOD STRUCTURE 14 MIN. EM . E.D.(SEE (SEE NOTE 19/1) 9O1 E.D.(SEE NOTE 9/1) WOOD SUBSTRATE MIN.EMB. (SEE NOTE 9/1) "'MAX SHIM 4 1 14 TYP. E.D.(SEE MIAMI DADE COUNTY NOTE 9/1) APPROVED ALUMINUM TUBE MULLION OR STOREFRONT OR CURTAIN 9 ce WALL MULLION (UNDER E.D.(SEE SEPARATE APPROVAL) 13 OR STEEL MEMBER BY NOTE 9/1) OTHERS (SEE NOTES 9(D)/1 & 9(E)/1) 9A Tvp ALUMINUM MUL„LJON OR STEEL MEMBER SUBSTRATE FOR MULTIPOINT LOCKS PARTS ON SHEETS 2, 4 OPTIONAL SCREENIIOPTIONAL SCREEN lX. DUI "ORMAX. D.L.O. WIDTH OR (SEE SHEET 27) MAX. VENT WIDTH (SEE SHEET 27) MAX. WINDOW FRAME WIDTH (SEE SHEET 27) EXTERIOR OPTIONAL SCREEN �JI 1 OR UI 4"MAX SHIM 1 " x P.T. WOOD BUCK (SEE NOTE 8/1) IN. EMB. E.D.(SEE (SEE OTE 9/1) NOTE I .. i < . e / 4 S '011 . ec' � .D.(SEE NOTE 9/1) d ,a IPOURED CONCRETE OR CONCRETE BLOCK REQ'D. POURED CONCR__ETE/ CONCRETE BLOCK SUBSTRATA SECTION C9--C9 (HEAVY SYSTEM) SCALE 1/2 =1 • •• •• xpprovai as complying with tw Florida welingc EXTERIOR IDate� t 140AN / akaaei vet antxnk N T1Q T-77 -_ ,s444; y�GENSF FLORIDA BUILDING CODE (HIGH VELOCITY HUR CANE ZONE) ` SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT M. •: ®2017 TIlTECO. INC. r , i0. 4416� : WINDOW—LMI (TYPICAL & HEAVY SYSTEMS) ORAWN BY: �-i t 290 WEST 78 ROAD 3/6/17 MIL E C O M C. HwFAH, FL 33014 DATE: PHONE (305) 558-8103 TILLIT TESTING & ENGINEERING COMPANY FAX: (305) 558-6665 -��1r.0 \' ,,' 6355 N.W. 36th. SG. SIU. 305, VIRGM GARDENS, FL 33166 EER ww w.generGlimpacLwm 1 7-OD 1 '�-��C1 t Phon : (305)a71-1530 . Fox : (305)871-1531 a 14� EB-0006719 nEv. ho nEsoerrwn oA1E xEv. No wswvrnx DATE DRAWING No. WALTER A. TILLIT Jr. P.E. P.�•SL A�`C6 FLORIDA Lic. 44167 1 MDC COYiAEPITS 8/1/17 3 ✓i a__ _._.,�/ SHEET 16 OF 33 2"x P.T. WOOD BUCK (SEE NOTE 8/1) OR WOOD STRUCTURE 12ORt2 ONLY REQ'D. AT SECTION D'-D' WOOD SUBSTRATE MIAMI DADE COUNTY APPROVED ALUMINUM TUBE MULLION OR STOREFRONT OR CURTAIN WALL MULLION (UNDER SEPARATE APPROVAL) OR STEEL MEMBER BY OTHERS (SEE NOTES 9(D)/1 & 9(E)/1) ONLY REQ'D. AT SECTION D'—D' ALUMINUM MULLION OR STEEL MEMBER SUBSTRATE FOR MULTIPOINT LOCKS PARTS ON SHEETS 2A, 3 u UOR U U ®1 OR O OR B C1 OR ® OR OR D MAX. D.L.O. WIDTH ®OR (SEE SHEET 27) MAX. VENT WIDTH (SEE SHEET 27) — MAX. WINDOW FRAME WIDTH (SEE SHEET 27) — EXTERIOR 14 $ 2 � UOR U TYP. OR B ®1 0R O OR 1 OR EXTERIOR ER ,i+'''�At .......: Ti 3 ° 44rs} P.E. �52#4I/G 1 " x P.T. WOOD BUCK (SEE NOTE 8/1) 4 a G ¢ L �J S` a 12OR1@ ONLY REQ'D. AT a 9' SECTION D'—D' POURED CONCRETE OR CONCRETE BLOCK REVD. SECTIONS D-D & D'-D' (TYPICAL SYSTEM) SCALE 1/2 =1 ,r,pproyed as complying With ttlo F3•rida ui�eng tte paste "Ia3facttf � 1ie u { FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 02017 TILTECO, INC. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT WINDOW—LMI (TYPICAL do HEAVY SYSTEMS) 290 WEST 78 ROAD ' C O ' M C HIALEAH, FL 33014 . PHONE: (305) 558-8103 TILLIT TESTING do ENGINEERING COMPANY FAX: (305) 558-6665 6355 N.W. 36th. St„ St& 305, VIRGIMA GARDENS, Fl. 33166 Phan• : (305)671-1530 . Fm� : (305)871-1531 www.generallmpoct.com - W. EB-0006719 NEV. 16 axltsron DAa WALTER A TILLIT Jr. P.E. FLORIDA Lic. j 44167 1 MbC COMMENTS 6/1/17 n MU=gM DAN t a 7ila M.L. DRAWN BY: 3/8/17 DATE: 17-001 DRAWING No. SHEET 17 OF 33 2"x P.T. WOOD BUCK FOR MULTIPOINT LOCKS (SEE NOTE 8/1) OR � 1 PARTS ON SHEETS 2, 4 WOOD STRUCTURE WOOD SUBSTRATE MIAMI DADE COUNTY APPROVED ALUMINUM TUBE MULLION OR STOREFRONT OR CURTAIN WALL MULLION (UNDER SEPARATE APPROVAL) OR STEEL MEMBER BY OTHERS (SEE NOTES 9(D)/1 & 9(E)/1) STEEL MEMBER SUBSTRATE OPTIONAL SCREENIIOPTIONAL SCREEN OR D I MAX. D.L.O. WIDTH (SEE SHEET 27) MAX. VENT WIDTH (SEE SHEET 27) MAX. WINDOW FRAME WIDTH (SEE SHEET 27) EXTERIOR EXTERIOR 1 " x P.T. WOOD BUCK (SEE NOTE 8/1) �a. V ° e o. a .4 Tire-14 ° 15 18 POURED CONCRETE ' ' • ...... .. .. ...... OR CONCRETE BLOCK REQ'D. "'••• POURED CONCRETE/ •••••• ••0o ••••• CONCRETE BLOCK SUBSTRATE " " •' •••••• . . • • . •• • • • .•.••• • SECTION D'-D' (HEAVY SYSTEM) SCALE 1 /2 =1 +tpproYed 88 corlplyiBg witil th. Florida Raitlirl8 C(Ac --...I fill., N. TlQj)j ,��,�1�;•'\\C ENSF ••'•. 1.e, FLORfDA BUILDING CODE (HIGH VELOCITY HUR (CANE ZONE) u0. 4067 •� * s 02017 TILTECO, INC. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT N.L. WINDOW-LMI (TYPICAL & HEAVY SYSTEMS) DRAWN BY: • \ 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 558-8103 3/8/17 DATE: E O N G . 'or, • TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. St•. 305, VRMIA GARDENS, R. 33166 y� v '� •� FAX: (305) 558-6665 _` 0, /^ ••..•••' �`Tc t(, '�•• Phone : (305)871-1530 . Fox : (305)371-1531 EB-0006719 www.generalimpgct.com 17-001 Itev. xo o[iclnrrroH o�rz �ay. w• 6CSfAP110N dTE }} P.E. SE�S�`�"'`E/," WALTER A. TILLIT Jr. P.E. FLORIDA Lic. 1 44167 DRAWING No. i WDC COMMENTS 6 1 17 3 SHEET 18 OF 33 2% P.T. WOOD BUCK (SEE NOTE 8/1) OR a " MAX SHIM WOOD STRUCTURE MIN. EMB. 18 8 1 15 (SEE E.D.(SEE NOTE 14TYR. NOTE 9/1) 9/1) E.D.(SEE I L1LJ NOTE 9/1)OR W001D SUBSTRATE 14V oR MIAMI DADE COUNTY APPROVED ALUMINUM TUBE MULLION OR STOREFRONT OR CURTAIN WALL MULLION (UNDER SEPARATE APPROVAL) OR STEEL MEMBER E" OTHERS (SEE NOTE 9(D)/1 & 9(E)/' E.1 NOT E.1 NOTI &UMINUM MULLIUN UK STEEL MEMBER SUBSTRATE �G110RU MAX. D.L.O. WIDTH (SEE SHEET 27) MAX. VENT WIDTH (SEE SHEET 27) FOR MULTIPOINT OCKS PART ON SHEETS 2, 4 EXTERIOR ails � 'y • - i ° MAX. FRAME WIDTH (SEE SHEET 27) TE MAX. D.L.O. WIDTH (SEE SHEET 27) MAX. VENT WIDTH (SEE SHEET 27) 1 " x P.T. WOOD BUCK 4" MAX SHIM — I j-(SEE NOTE 8/1) �.D.(SEE IN. EMB. N TE 9/1) (SEE NOTES ' 9/1) / o Ella.W ORr.NOTE .D.(SEE 9/1) B OR 8 a �OR p 2 15 18 •••• •••••* • POUND CONCVET� ; • • OR LOMMETE •• •• ••••:- BLOW WQ'D. .... •••••• ••••• POUR D CO • C " • • • o •' CONCRETE BLOC �$DBSTRATE' • • • • •; • • • • •••• SECTION E-E (TYPICAL SYSTEM) SCALE 1/2"=1" Approved = tomplyfag with ;:kg� 'rlttrida Raiding Cal — FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 02017 TILTECO. INC. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT WINDOW—LMI (TYPICAL & HEAVY SYSTEMS) 290 WEST 78 ROAD ! L E C O , N C. HIAI.EAH, FL 33014 PHONE: (305) 558-8103 TILLIT TESTING do ENGINEERING COMPANY FAX: (305) 558-6665 6355 N.W. 36th. St.'St.. 3a5, VBORB♦. GMDINS, R. 3316s Phone (W*71-1530 . Fox : (305�71-1331 E www.gencralimpacLcom EB-0006719 WALTER A TILLIT Jr. P.E. REV, ,� �� FLORIDA Lic. 1f 44167 1 Ml1C COMMENTS 6/t 17 a I M.L. DRAWN BY: 3/8/17 DATE: 17-001 DRAWING No. SHEET 19 OF 33 11 2"x P.T. WOOD BUC (SEE NOTE 8/1) OR WOOD STRUCTURE �— MIN. EMB. E.D.(SEF (SEE NOTE 9/1) NOTE 9/1) E.D.(SEE 12 NOTE 9/1) OR MIAMI DADE COUNTY APPROVED ALUMINUM TUBE MULLION OR STOREFRONT OR CURTAIN WALL MULLION (UNDER SEPARATE APPROVAL' OR STEEL MEMBEF BY OTHERS (SEE NOTES 9(D)/1 & 9(E)/1', E.1 NOTI E.0 NOTE w•r11m.f nA "' MAX SHIM \IILI —A- lye•• ��. ,�.; MCI OPTIONAL SCREEN FOR MULTIPOINT LOCKS PARTS ON SHEETS 2, 4 OR TYP, OR OPTIONAL SCREEN OR OR MAX. D.L.O. WIDTH I EXTERIOR MAX. D.L.O. WIDTH f�— (SEE SHEET 27) �1 (SEE SHEET 27) MAX. VENT WIDTH (SEE SHEET 27) MAX. VENT WIDTH (SEE SHEET 27) MAX. WINDOW FRAME WIDTH (SEE SHEET 27) EXTERIOR 4" MAX SHIM 1 " x P.T. WOOD BUCK (SEE NOTE 8/1) 4. '.FMB. E. .(SEE SEE NOT 9/1) P40T-E a 9/1) y •� OR If '.(SEE NOTE 9/1) ■ .o I 18 � • PGAG) CONCRETE : • • • • • OR.CDNCRUE • ft,GGK' REQ:Y.•"• • • • ....• 00 POUREQ CONCRELEa4.. • • • •. • CONCRETE BLOCK SU S RATE .. 00 .0 : .. . .... ...... SECTION E9--E9 (HEAVY SYSTEM) SCALE 1 /2 = 1 ,kpilroved as complying with t&a Florida cidiag ��i`1"1 FLORIDA BUILDING CODE (HIGH VELOCITY HURROANE ZONE) SERIES VPF 8D00 •" 02017 TILTECO, INC. OUTSVNING ALUMINUM CASEM( WINDOW—LMlI (TYPICAL do HEAVY SYSTEMS) �• /71�L 290 WEST 78 ROAD I EC 01 IMi c. H WFAH• FL 33014 PHONE: (305) 558-8103 TILLIT TESTING & ENGINEERING COMPANY FAX: (305) 558-6665 U55 N.W. 36th. St, St.. 305, VRGWIA CMDENS, Fl. 33166 Phone : (305)a71-1530 . Fa.: (305)a71-1531 MWW.generalimpacl.aam EB-OOD6719 1mv, No I or=wrmm WALTER A. TILLIT Jr. P.E. FLORIDA Lic. 1 44167 1 MDc COMMENTS wrc 8 1/17 mv. N. 3 M.L. DRAWN BY: 3/8/17 DATE: 17-001 DRAWING No. SHEET 20 OF 33 2"x P.T. WOOD BUCK (SEE NOTE 8/1) OR WOOD STRUCTURE 12 OR 2A ONLY REQ'D. AT SECTION P-F MIAMI DADE COUNTY APPROVED ALUMINUM TUBE MULLION OR STOREFRONT OR CURTAIN WALL MULLION (UNDER SEPARATE OR STEEL M OTHERS (S 9(D)/1 I ONLY SEC' TYp. G71■ILIULU,',#GLl1!01V1i • FOR _MULTIPOINT LOCKS PARTS ON SHEETS 2, 4 U IJOR U \ J' U v A OR B v �OR © 4 oR 2 15 2 oR ®1 oR © eOR �10R D OR I pR OD MAX. D.L.O. WIDTH MAX. D.L.O. WIDTH (SEE SHEET 27) EXTERIOR (SEE SHEET 27) MAX. VENT WIDTH (SEE SHEET 27) MAX. VENT WIDTH (SEE SHEET 27) MAX. FRAME WIDTH (SEE SHEET 27) FOR MUl_TIPnINT 4 <OR10'.. ilk 1 " x P.T. WOOD BUCK (SEE NOTE 8/ 1) a ° 6 G a. a a4 12OR12 l ONLY REQ'D. AT e SECTION F'-F' 18 • POUPM C0NtM-o11! OR • CON IC11% BLOCK7 VEQ'D. • POURED CONCREj/ CONCRETE BLOCIC •3MTRATE • :CTIONS F-F & F'-F' (TYPICAL SYSTEM) SCALE 1/2 =1 Approved GIs cam*i *g wftk ft Ftori(6 3 PWin9 Cc�1¢ FLORIDA BUILDING CODE (HIGH VELOCITY HURWfCANE ZONE) 02017 TILTECO, INC. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT WINDOW-LMI (TYPICAL & HEAVY SYSTEMS) E ^ \ /i N C 290 WEST 78 ROAD HIALEAH, FL 33014 . PHONE: (305) 558--8103 TILLIT TESTING do ENGINEERING COMPANY FAX: (305) 558-6665 63M N.W. 36th. SL, St.. 305. VIRGINIA GAMENS. R. 33166 Phone ; (305)871-1S30 . F- : (305)871-1537 � www.gencrarimpoct.com ES-0006719 WALTER A. TILLIT Jr. P.E. m. � „ y pw. N. otscv, M Dirt FLORIDA Lic. 1 44167 1 MUC COMMEMS 6 i /17 a 1 M.L. DRAWN BY: 3/8/17 DATE 17-001 DRAWING No. SHEET 21 OF 33 2"x P.T. WOOD BUCK (SEE NOTE 8/1) OR WOOD STRUCTURE WOOD SUBSTRATE MIAMI DADE COUNTY APPROVED ALUMINUM TUBE MULLION OR STOREFRONT OR CURTAIN WALL MULLION (UNDER SEPARATE APPROVAL) OR STEEL MEMBER BY OTHERS (SEE NOTES 9(D)/1 & 9(E)/1) ulfflylu NO �•� 1►3 1►TL\l_. OR FOR MULTIPOINT LOCKS PARTS ON SHEETS 2, 4 OPTIONAL SCREEN TYP. WIWI W�o 112�1O WN OPTIONAL SCREEN OR OR MAX. D.L.O. WIDTH U MAX. D.L.O. WIDTH (SEE SHEET 27) EXTERIOR (SEE SHEET 27) MAX. VENT WIDTH (SEE SHEET 27) MAX. VENT WIDTH (SEE SHEET 27) MAX. WINDOW FRAME WIDTH (SEE SHEET 27) EXTERIOR '',ill1///i/ri�o� 4tttt . 441fii IORi'4�' •� �`� � .....•••'.c\ 1 " x P.T. WOOD BUCK (SEE NOTE 8/1) • OR B .... ..•... OR D POW06CONCRETEo ' ••••:• OR••C•dAtRETE ' BLOCK•REQ'D:...% •00000 .... 06609 POURED CONQR' t . • • • • •.. TE CONCREBLOCK SS A TE • 0 • • • 0000 SECTION F'--F' (HEAVY SYSTEM) SCALE 1/2 =1 Approved as complyiig eritb tea mrids tdittg t HOMY � I FLORIDA BUILDING CODE (HIGH VELOCITY HURT?ICANE ZONE) 02017 TILTECO, INC. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT WINDOW-LMI (TYPICAL & HEAVY SYSTEMS) Im /�► 290 WEST 78 ROAD L/111IE �s O. N C. HIALEAH, FL 33014 PHONE: (305) 558-81D3 TILLIT TESTING & ENGINEERING COMPANY FAX: (305) 558-6665 6355 N.W. 36th. St., Stc 305, VIRGINIA GARDENS, n, 33166 Phone : (3D5)671-1530 . Fox : (305)671-1531 www.genemlimpact.com WKYHO EB-0006719 WALTER A. TILLIT Jr. P.E.EE oC3CWtx>M �� . ttf5cwvtton d FLORIDA Lie. # +4167 1 MDC COMMENTS B/IZ171 3 M.L. DRAWN BY: 3/8/17 DATE: 17-001 DRAWING No. SHEET 22 OF 33 n SECTIO ACCOMPANYING CASEMENT WINDOW SEC SEC FOR MULTIPOINT LOCKS PARTS ON SHEETS 2, 4 -G TYPI SCALE 1/2"=1" EXTERIOR (TYPI( SCALE 1/2"=1" LENT L SYSTEM FOR MULTIPOINT LOCKS PARTS ON SHEETS 2, 4 0 EXTERIOR K-K (TYPIC SCALE 1/2"=1" ACCOMPANYING FIXED WINDOW UNDER SEPARATE NOA SYSTEM) FOR MULTIPOINT LOCKS PARTS ON SHEETS 2, 4 --- — —� -5 9 ACCOMPANYING CASEMENT 15 14 WINDOW „-P. EXTERIOR SECTION H--H (TYPI SCALE 1/2"=1" ACCOMPANYING FIXE UNDER SEP) SECTION CAI CRRJJ -J TYPI SCALE 1/2"=1" �OR OR ®1 OR OR4 t)lOR SYSTE SY M •••• .... ...... go ..... • • .. • •• . •• • •• • •••• •••••• •••• kPPrrved as con rtorida {nid�g Date_ %(t9d . �� ' •��CEN�•�'�., +'y FLORIDA BUILDING CODE (HIGH VELOCITY HURR CANE ZONE) No . 441 C2017 TILTECO, INC. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT WINDOW—LMI (TYPICAL dt HEAVY SYSTEMS) rd 290 WEST 78 ROAD `v. E PHONE: (305) 558-8103 P • �MOR � � � Tf111T TESTING k ENGINEERING COMPANY FAX: (305) 558-6665• ` t'= 63M N.W. 36th. St, St.. US. VIRGINIA GARDM. FL 33166 E www.genorulimpact.com (� • '• �`� tt F'ho"e (305�71 -1530 - Fwr : (3a5)N71-153i �7 EB-0006719 • • • • I' FEY. "0 DEWWTCN DAIS REV. N. DESCNPIION DATE P.E"+Sfr D THE WALTER A. TiLLIT Jr. P.E. I MDC COMMENTS a 1/17 a � /q FLORIDA Uc. # 44167 Willi tlha M.L. DRAWN BY: 3/8/17 DATE: 17-001 DRAWING No. SHEET 23 OF 33 ACCOMPANYING AWNING WINDOWS 15 14 UNDER SEPARATE NOA TYP. EXTERIOR SECTION L—L (TYPIC SCALE 1/2"=1" FOR HIND PARTS S SHEETS 2, C ACC01 SINGLE ( SECTION N--N .TYPICAL SYSTEM) SCALE 1/2"=1" 4 OR 4 OR SYSTEM 7-OR CASEMENT DPERATOR PARTS SEE SHEETS 2, 4 FOR HINGES PARTS SEE TyP. SHEETS 2, 4 ,, SEC TYPIC SCALE 1 /2 FOR MULTIPOINT LOCKS PARTS ON SHEETS 2, 4 ACCOMPANYING AWNING WINDOW UNDER SEPARATE NOA EXTERIOR SECTION- M-M (TYPICAL SYSTEI ACCOMPANYING AWNING WINDOW UNDER SEPARATE NOA SCALE 1/2"=1" FOR HINGES PARTS SEE SHEETS 2, 4 EXTERIOR ACCOMPANYING FIXED WINDOW UNDER SEPARATE NOA •..• • • • . ...... .• .. FOR OvtnCkNT :...:. OPERAJtM' PARTS SEE %Ngal 2, 30. •. .. • •• .....• • • •. . g • •. • .... • . •... 11 I m I i I' i II A-ppmed gg mmplyhtg Wkh aft_``_►' lA—_ rfoIn, ?ding. C le SECTfON P--P Date. s 1CA,i �.rb-- CTYPICAL SYSTEM) ...., r✓ 7. SCALE 1 /2"=1 " Y- �.,... ' JrWtSlc...`:t FLORIDA BUILDING CODE (HIGH VELOCITY HURRICA ZONE) V6 ®zai7 TkTEco, INC. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT M.L. WINDOW—LMI (TYPICAL & HEAVY SYSTEMS) DRAWN BY: �j 290 WEST 78 ROAD 3/8/17 ` J �\ HIALEAH. FL 33014 DATE: ` v PHONE: (305) 558-8103 �• J� Q� Y TILLIT TESTING A: ENGINEERING E ON C. ENGINEERING COMPANY FAX: (305) 558-6665 •� t,o�', �e 6355 H.W. 36M. SL, St.. 305, WiGrM GARDENS. n. 33166 www.generolfmpact.com 1 %-001 �„ •'� �11 Phone : (305)671-1530 . Fox : (305)871-1531 DRAWING No. i /'` •'•'••• ' G ES-DO06719 RLY. NO DC9CRMTON DAZE REV. No DLSCRD�IION DATE WALTER A TILLIT Jr. P.E. FLORIDA tic. f 44157 1 MDC COMMENTS B i/17 n SHEET 24 OF 33 FOR MULTIPOINT LOCKS PARTS ON SHEETS 2, 4 ACCOMf 4 OR 14 15 OR © OR OR O EXTERIOR SECTION G'-G' (H SCALE 1/2"=1" OPTIONAL SCREEN `ACCOMPANYING CASEMENT WINDOW VY SYSTEM) SECTION 17-17 (HEAVY SYSTEM) SCALE 1/2"=1" ACCOMF SECTIO FOR HINGES PARTS SEE SHEETS 2, 4 H' - H' HEAVY SYSTEM 0000 SCALE 1/2"=1" ; �•� •••••• OR S •• • • • OR C .�•�� OR O �••••• • • • •••• 0 15 15 FOR CASEMENTo•.•.. •. • 15 OPERATOR PARTb'••' : •.•• OR CQ 16 SEE SHEETS 2=•4... OR CD 14 0 0•. 0 • • • 8 •• • •.•• • EXTERIOR � �L'S�d 'fH 111 u Ih Y ACCOMPANYING SINGLE CASEMENT WINDOW CTION N'-N' (HI SCALE 1/2"=1" Approved .s Florida Bald IVY_ SYSTEM ,am M. • ASSEMBLY C (TYPICAL & HEAVol 44167 s G •c "pr,roved1'fLj�"i{{C3,gji?'3pf)i.+�i/ij�gg with i/��-iym R, i/�£1�1t_)t FLORIDA BUILDING CODE (HIGH VELOCITY HURRVANE ZONE) ®eon TILTECO, INC. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT WINDOW-LMI (TYPICAL & HEAVY SYSTEMS) 290 WEST 78 ROAD f E C O N HKZkH, FL 33014 PHONE: (305) 558-8103 Tli_LIT TESTING do ENGINEERING COMPANY FAX: (305) 558-6665 6355 N.W. 36th. SL, SG. 305. YRG"A GARDENS, R 33156 Phone : (3D5)371-1530 . Fm : (305)871-1537 www.generalimpact.com ENEE EB-0006719 WALTER A. TILLIT Jr. P.E. ay. tm mzcwT l DATE REV. W. DEsa_ DATE FLORIDA Lic. 111 44167 1 Y 4 M.L. DRAWN BY: 3/8/17 DATE: 17-001 DRAWING No. SHEET 26 OF 33 TYPICAL &HEAVY SYSTEMS SCHEDULE �1: VAUD FOR INSTALLATIONS ON SHEETS 6, 7, $, 9, 10 MAX. ASD. DESIGN PRESSURE RATING AND CORRESPONDING MAX. FRAME, VENT &DLO. DIMENSIONS FOR SINGLE 8c DOUBLE VENT CASEMENT WINDOWS MAX. ASD DESIGN MAX. FRAME WIDTH ® MAX. FRAME WIDTH ® MAX. MAX. MAX. MAX. MAX. REQ'D. PRESSURE RATING SINGLE VENT DOUBLE VENT FRAME VENT VENT D.L.O. D.L.O. GLASS WINDOW WINDOW HEIGHT WIDTH HEIGHT WIDTH HEIGHT TYPE +72.0, -72.0 42" 84" 74" 41 " 72 1 /2" 35 5/8" 67 3/ 16" +105.0, -105.0 42" 84" 55" 41 " 53 3/8" 35 5/8" 48 1 /16" Q, +i 10.0, -110.0 40" 80" 58" 39 56 3/8" 33 5/8" 51 1/16" Q, Q +120.0, -120.0 37" 74" 63" 36" 61 3/8" 30 5/8" 56 1/16" .000 . . ...... .. .. ...... .. .... .... 4ppmled R9 compi)ing watt tha F1YIi�2! M dingo C C Oa1e /Lis i 1sc a act mrb ,��'''��r�►. TILE j'' x -: �v a ,`��'�:��ENSF �•••,.' �� FLORIDA BUILDING CODE {HIGH VELOCITY HURRICA ZONE) \ • 42017 TILTECO. INC. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT M.L. 41 WINDOW-LMI (TYPICAL & HEAVY SYSTEMS) DRAWN'BY: i 290 WEST 78 ROAD 3/8/17 � (1� •• ` /VIL Ci C O INC. HIALEAti FL 33074 DATE: %/'i(6�s'}+` L4/ i PHONE: (305) 558-8103 >�•'' V TILLIT TESTING d ENGINEERING COMPANY FAX: (305) 558-6665 ► • , �[` 1 �F 6355 N.w. 3M. St, St.. 305, ARGM GARDENS, Fl, 33166 E www.gencrurmpact.com 1 7-001 -•,ate tpR o •' �� Pfrone : (305j671-1530 . Fax: (365)871-1531 e� EB-0006719 REV. ,� o<��toM DATE atv_ M. acsampN a�1E DRAWING No. WALTER A. TILLIT Jr. P.E. FLORIDA Uc. l 44167 1 MDC COMMENTS 6 1/17 3 !' •� z MDC COMMENTS 7/6/17 4 SHEET 27 OF 33 1/16" TYPICAL &HEAVY SYSTEMS SCHEDULE #2: VALID FOR INSTALLATIONS ON SHEET 11 MAX. ASD. DESIGN PRESSURE RATING AND CORRESPONDING MAX. FRAME, VENT do DLO. DIMENSIONS FOR VERTICAL COMBINATIONS OF SINGLE VENT CASEMENT, AWNING OR FIXED WINDOWS MAX. ASD DESIGN MAX. FRAME WIDTH @ MAX. MAX. MAX. MAX. MAX. REQ'D. PRESSURE RATING SINGLE PENT FRAME HEIGHT VENT WIDTH VENT HEIGHT D.L.O. WIDTH D.L.O. HEIGHT GLASS WINDOW TYPE +72.0, -72.0 42 74 41 " 72 1 /2" 35 5/$" 67 3/16" � + 105.0, -105.0 42" 55" 41 " 53 3/8" 35 5/8" 48 TYPICAL & HEAVY SYSTEMS MAXIMUM ANCHOR SPACING 'S" AT ATTACHED JAMB FOR SINGLE & DOUBLE VENT CASEMENT WINDOWS VALID FOR INSTALLATIONS SHEETS 6, 8, 9, 10 & 11 (AS APPLICABLE) SUBSTRATE ANCHOR TYPE MAX. ASD DESIGN PRESSURE RATING {psf.} MAX. FRAME WIDTH 0 SINGLE VENT WINDOW MAX. FRAME WIDTH 0 DOUBLE VENT WINDOW * FRAME HEIGHT "S" (O.C.) AT JAMB POURED CONCRETE f'c=3000psi 12 OR 1 +72.0, —72.0 42" 84" 74" 15" +75.0, —75.0 42" 84" 55" 14" 40" 80" 58" 15" 37" 74" 63" 16" +80.0, —80.0 42" 84" 55" 13" 40" 80" 58" 14" 37" 74" 63" 15" +85.0, —85.0 42" 84" 55" 12" 40" 80" 58" 13" 37" 74" 63" 14" +90.0, —90.0 42" 84" 55" 12" 40" 80" 58" 12" 37" 74" 63" 13" +95.0, —95.0 42" 84" 55" 11" 40" 80" 58" 12" 37" 74" 63" 13" +100.0, —100.0 42" 84" 55" 11" 40" 80" 58" 11" 37" 74" 63" 12" +105.0, —105.0 42" 84" 55" 10" 40" 80" 58" 11" 37" 74" 63" 11" +110.0, —110.0 40" 80" 58" 10" 37" 74" 63" 11" +115.0, —115.0 37" 74" 63" 10" +120.0, —120.0 37" 74" 1 63" 10" * THIS COLUMN NOT APPLICABLE TO INSTALLATIONS SHEET 11. CONTINUED CONCRETE BLOCK 12 OR +72.0, —72.0 42" 84" 74" 12" +75.0, —75.0 42" 84" 55" 12" 40" 80" 58" 12" 37" 74" 63" 13" +80.0, —80.0 42" 84" 55" W, 40" 80" 58" 12" 37" 74" 63" 13" +85.0, —85.0 42" 84" 55" .1V8960 40" 80„ ;8„ �•: 1�...• 37" 74" 63': • • 14Y • 42" 84" 55 r • • 10"• ab�"' 37" 74" 6� ; j: '. +95.0, —95.0 42" 84" 55:.. 9" . 40" 80" 18" 37" 74" 6•3 : � 10"0 0 0 + 100.0, —100.0 42" 84" 55" 40" 80" 58" g" 37" 74" 63" 10" +105.0, —105.0 42" 84" 55" 8" 40" 80" 58" 9" 37" 74" 63" 9" +110.0, —110.0 40" 80" 58" 8" 37" 74" 63" 9" +115.0, —115.0 37" 74" 63" 9" +120.0, —120.0 37" 74" 63" 8" '%pi;?eved as complying w'tt9 lb, ,bride Btlidium Code -IqOh# FLORIDA BUILDING CODE (HIGH VELOCITY HURRICAIt ZONE) 02017 TILTECO. INC. SERIES VPF 8000 OUTSWINC ALUMINUM CASEMENT WINDOW—LMI (TYPICAL & HEAVY SYSTEMS) 1 L E c o N C, \ PHONE: (305) $58--8103 TILLIT TESTING & ENGINEERING COMPANY FAk (305) 558-6665 6355 N.W. 36tb. SL. Ste. 305, VRGHA GARDENS, Fl. 33166 Phom : (305)671-1530 . FQK : (305)a71-1531 www.generoGmpOct.CDM - EB-0006719 WALTER A. TILLIT Jr.P.E. AN- DESUr" ruleDESCRWMN MDC COUMENTS 6/1/17 3 FLORIDA Lic. III 44167 M.L. DRAWN BY: 3/8/17 DATE: 17-001 DRAWING No. SHEET 28 OF 33 .04 TYPICAL & HEAVY SYSTEMS MAXIMUM ANCHOR SPACING "S" AT ATTACHED JAMB FOR SINGLE & DOUBLE VENT CASEMENT WINDOWS VALID FOR INSTALLATIONS SHEETS 6, 8, 9, 10 & 11 (AS APPLICABLE) SUBSTRATE ANCHOR TYPE MAX. ASO DESIGN PRESSURE RATING (psf.) MAX. FRAME WIDTH 0 SINGLE VENT WINDOW MAX. FRAME WIDTH @ DOUBLE VENT WINDOW MAX. FRAME HEIGHT AT JAMB ALUMINUM OR STEEL 13 +72.0, —72.0 42" 84" 74" 16" +75.0, —75.0 42" 84" 55" 16" 40" 80" 58" 16" 37" 74' 63" 16" +80.0, —80.0 42" 84" 55" 16" 40" 80" 58" 16" 37" 74" 63" 16" +85.0, --85.0 42" 84" 55" 15" 40" 80" 58" 16" 37" 74" 63" 16" +90.0, —90.0 42" 84" 55" 14" 40" 80" 58" 15" 37" 74" 63" 16" +95.0, —95.0 42" 84" 55" 13" 40" 80" 58" 14" 37" 74" 63" 15" +100.0, —100.0 42" 84" 55" 13" 40" 80" 58" 13" 37" 74" 63" 14" +105.0. —105.0 42" 84" 55" 12" 40" 80" 58" 13" 37" 74" 63" 14" + 110.0, —1 10.0 40" 80" 58" 12" 37" 74" 63" 13" +115.0, —115.0 1 37" 74" 63" 12" +120.0, —120.0 37" 74" t 63" 12" " THIS COLUMN NOT APPLICABLE TO INSTALLATIONS SHEET 11. CONTINUED WOOD 12 OR +72.0, —72.0 42" 84" 74" 15" +75.0. —75.0 42" 84" 55" 14" 40" 80" 58" 15" 37" 74" 63" 16" +80.0, —80.0 42" 84" 55" 13" 40" 80" 58" 14" 37" 74" 63" 15" +85.0, —85.0 42" 84" 55" 12" 40" 80" 5p" .... t ; • • • 37" 74" 63i'• • j4" • +90.0. —90.0 42" 84" 55••:• 12?••• 40" 80" 58X* • • }2" 37" 74" 0".0 13" +95.0, —95.0 42 40" 80" ;5t;: • 12"37" 74" :3''.. + 100.0, —100.0 42" 84" 55�* t 1i'00 40" 80" 58" 11 " 37" 74" 63" 12" + 105.0, —105.0 42" 84" 55" 10" 40" 80" 58" 11" 37" 74" 63" 11" +110.0, —110.0 40" 80" 58" 10" 37" 74" 63" 11" +115.0. —115.0 37" 74" 63" 10" +120.0, —120.0 1 37" 74" 63" 10" 99 toan ugg eew#h tbb I!,11ng Cite H. .s/ FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) C2017 71LTECO, INC. SERIES VPF 8000 OUTSWING AWMINUM CASEMENT WINDOW—LMI (TYPICAL & HEAVY SYSTEMS) IL ECOirs T +•'. a��j, `• Lai TILUT TESTING do ENGINEERING COMPANY 6355 N.W. 35th. SL, Ste. 305, VIRGINIA GARDENS. Fl. 33166 ®A•• •• :••• •• V �� Phone : (30S)871-1530 Fox : (305)871-1531 i� ES-0006719 WALTER A TILLIT Jr. P.E. P� S •• , FF E FLORIDA Lic. # 44167 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558-8103 FAX: (305) 558-6665 www.generalimpact.com M. DRAWN BY: 3/8/17 DATE: 17-001 DRAWING No. SHEET 29 OF 33 TYPICAL do HEAVY SYSTEMS SCHEDULE #3: VALID FOR INSTALLATIONS PER SHEETS 7, 8, 9, 10 (AS APPLICABLE) MAXIMUM # OF ANCHORS "n" AT EA. OF TWO CLUSTERS AT HEAD OR SILL FOR SINGLE AND DOUBLE VENT CASEMENT WINDOWS WHEN JAMBS ARE NOT ATTACHED TO WALL SUBSTRATE ANCHOR TYPE MAX. ASD DESIGN PRESSURE RATING (psf.) MAX. FRAME WIDTH 0 SINGLE VENT WINDOW MAX. FRAME WIDTH 0 DOUBLE VENT WINDOW MAX. FRAME HEIGHT "n" +72.0, —72.0 42" 84" 74" 3 +75.0, —75.0 42" 84" 55" 2 40" 80" 58" 2 POURED CONCRETE f'c=3000psi 12 OR TO +80.0, —80.0 37" 74" 63" 2 +85.0, —85.0 42" 84" 55" 3 40" 80" 58" 3 TO +115.0, —115.0 37" 74" 63" 3 +120.0, —120.0 37" 74" 63" 3 +72.0, —72.0 42" 84" 74" 2 +75.0, —75.0 42" 84" 55" 2 40" 80" 58" 2 ALUMINUM OR 73 TO +95.0, —95.0 37" 74" 63" 2 +100.0, —100.0 42" 84" 55" 3 STEEL 40" 80" 58" 3 TO +115.0, —115.0 37" 74" 63" 3 +120.0, —120.0 37" 74" 1 63" 3 SCHEDULE #3 (CONTINUED) SUBSTRATE ANCHOR TYPE MAX. ASD DESIGN PRESSURE RATING (psf MAX. FRAME WIDTH 0 SINGLE VENT WINDOW MAX. FRAME WIDTH 0 DOUBLE VENT WINDOW MAX. FRAME HEIGHT "n" +72.0, —72.0 42" 84" 74" 3 +75.0, —75.0 42" 84" 55" 3 40" 80" 58" 3 •.. 12 TO + 100.0. —100.0 37" 74" 63" 3 •' CONCRETE BLOCK OR O + 105.0, —105.0 42" 84" 55" .. ;.. 4 40" 80" 58" •• .•• 4 :•• TO +115.0. —115.0 37" 74" 63" 99, rw --------- • 990 4 00 +120.0, —120.0 37" 74" 63" • • • • 4 •� +72.0, —72.0 42" 84" 74" ; 3 • • +75.0, —75.0 42" 84" 55" • • 2 • 40" 80" 58" • 2 ••• • • OTO 12 +80.0, —80.0 37" 74" 63" 2 WOOD OR +85.0. —85.0 42" 84" 55" 3 40" 80" 58" 3 TO +115.0, —115.0 37" 74" 63" 3 +120.0, —120.0 37" 74" 63" 3 L�1r✓iQ ,`fie+�. • •• 1GME s v �fe f �` •r r� v � �„j v►r••• yr ••r'r•vI�► '� nc FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 02017 TILTECO, INC. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT WINDOW—LMI (TYPICAL & HEAVY SYSTEMS) 290 WEST 78 ROAD E C O. N C. HIALEAH, FL 33014 PHA: (305) 558-0103 TILLIT TESTING & ENGINEERING COMPANY FAX: (305) 558-6665 6355 N.W. 36th. St.. Ste. 305. MGM GWAMMENS. Fl. 33166 E www.generariimpact.com Phone ; (305)571-1530. Fox : (305)571-1531 EB-0006719 my. No aeSCRFMN PAW M. X• DESCRM N DST[ WALTER A. TILUT Jr. P.E. 1 a FLORfDA Lic. 9 44167 2 _ 4 1withzk,a M.L. DRAWN BY: 3/8/17 DATE: 17-001 DRAWING No. SHEET 30 OF 33 If •••• • • 04 •..• .•• • •••... fee .••• 9 •• • •• • .• .••• • • .. • tlmg C I�3l �E3tSzI . r[rJU `�� •' •\�� s�••''% FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) N0, 44167 ®2017 TILTECO, INC. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT M.L. WINDOW —lull (TYPICAL & HEAVY SYSTEMS) DRAWN BY: • ~ TA ��" , - \� �; I Ei C O . N C . 290 WEST 78 ROAD Ht4LEAH, FL 33014 PHONE (305) 55B-8103 3f8/17 DATE: 0, \\\ 101 1 (1 ••r•� ��+� ••' •• • TILLIT TESTING x ENGINEERING COMPANY 6355 N.W. 36th, St., Ste. 305, VPQtAA GARDENS. Fl. 33166 Phone : (305)471-1530 . Fax : (305)t171-1531 FAX: (305) 558-6665 www.genGrolimpOCLCOm � 7—QQ1 R1�+ EB-OD06719 WALTER A. TILL.IT Jr. P.E. Kv. pE>QPfgp Dew �,. ne �� DRAWING No. -u5VOATE ^,+e 11 r' FLORIDA Lic. $ 44167 t 1 3 4 SHEET 31 OF 33 TYPICAL &HEAVY SYSTEMS SCHEDULE #4: VALID FOR INSTALLATIONS PER SHEET f 1 MAXIMUM # OF ANCHORS "n" AT EA. OF TWO CLUSTERS AT HEAD OR SILL FOR COMBINATION OF SINGLE VENT CASEMENT WINDOWS WHEN JAMBS ARE NOT ATTACHED TO WALL EXCEPT AT HORIZONTAL CENTER POST U3 SUBSTRATE ANCHOR TYPE MAX. ASD DESIGN PRESSURE RATING (PSf) MAX. FRAME WIDTH ® SINGLE VENT WINDOW MAX. FRAME HEIGHT "n" +72.0, —72.0 42" 74" 3 +75.0, —75.0 42" 55" 2 40" 58" 2 POURED CONCRETE 12 OR TO +80.0, —80.0 37" 63" 2 +85.0, —85.0 42" 55" 3 f'c=3000psi � 40" 58" 3 TO +115.0, —115.0 37" 63" 3 + 120.0, —120.0 37" 63" 3 +72.0, —72.0 42 74" 2 +75.0, —75.0 42" 55 2 40" 58" 2 TO ALUMINUM OR 13 +95.Q, —95.0 37" 63" 2 +100.0, —100.0 42" 55" 3 STEEL 40" 58" 3 TO +115.0, —115.0 37" 63" 3 + 120.0, —120.0 37" 63" 3 SCHEDULE #4 (CONTINUED) SUBSTRATE ANCHOR TYPE MAX. ASD DESIGN PRESSURE RATING (Psf) MAX. FRAME WIDTH O SINGLE VENT WINDOW MAX. FRAME HEIGHT "n" +72.0, —72.0 42" 74" 3 • +75.0, —75.0 42" 55" 3 40" 58" 3 CONCRETE BLOCK 12 OR 12A TO +100.0, —100.0 37" 63" 3 • +105.0, —105.0 42" 55" 4 • 40" 58 4 • TO + 115.0, —115.0 37" 63" 4 • • +120.0, —120,0 37" 63" 4 • +72.0, —72.0 42" 74" 3 +75.0, —75.0 42" 55" 2 40" 58" 2 12 TO +80.0, —80.Q 37" 63" 2 WOOD OR i 2 +85.0, —85.0 42" 55" 3 40" 58" 3 TO +115.0, —115.0 37" 63" 3 +120.0, —120.0 37" 63" 3 TYPICAL & HEAVY SYSTEMS SCHEDULE #5: VALID FOR INSTALLATIONS PER SHEETS 6, 7, 8, 9, 10 (AS APPLICABLE) MAXIMUM # OF ANCHORS "n" AT CLUSTER AT HEAD OR SILL AT MEETING STILES* FOR DOUBLE CASEMENT WINDOWS SUBSTRATE ANCHOR TYPE MAX. ASD DESIGN PRESSURE RATING (psf.) MAX. FRAME WIDTH 0 DOUBLE VENT WINDOW MAX. FRAME HEIGHT "n" +72.0, —72.0 84" 74" 6 +75.0, —75.0 84" 55" 4 80" 58" 4 POURED CONCRETE f'c=3000psi 12 OR TO +80.0, —50.0 74" 63" 4 +85.0, —85.0 84" 55" 6 80" 58" 6 TO +115.0, —115.0 74" 63" 6 +120.0, —120.0 74" 63" 6 +72.0. —72.0 84" 74" 4 +75.0. —75.0 84" 55" 4 80" 58" 4 ALUMINUM OR 13 TO +95.0. —95.0 74" 63" 4 +100.0, —100.0 84" 55" 6 STEEL 80" 58" 6 TO +115.0, —115.0 74" 63" 6 +120.0, —120.0 74" 63" 6 * TOTAL NUMBER OF ANCHORS SHALL BE UNIFORMLY DISTRIBUTED AT (n/2) ANCHORS AT EITHER SIDE OF MEETING STILES AT HEAD AND ALSO AT SILL SCHEDULE #5 (CONTINUED) SUBSTRATE ANCHOR TYPE MAX. ASD DESIGN PRESSURE RATING (psf.) MAX. FRAME WIDTH 0 DOUBLE VENT WINDOW MAX. FRAME HEIGHT "n" +72.0, —72.0 84" 74" 6 +75.0, —75.0 84" 55" .05 80" 58" •' g 12 O TO + 100.0, —100.0 74" 63" 000008 CONCRETE BLOCK OR 12A +.105.0, —105.0 84" 55 ••e• • 0666 8 80" 58" •••008 TO +115.0. —115.0 74" 63" .e •, 8 +120.01 —120.0 74" 63" 0 • +72.0, —72.0 84" 74" : .•6 +75.0, —75.0 84" 55" 4 80" 58" 4 TO 12 +80.0, —80.0 74" 63" 4 WOOD OR +85.0, —55.0 84" 55" 6 80" 58" 6 TO +115.0. —115.0 74" 63" 6 +120.0, —120.0 74" 1 63" 6 as compt32ng watt ttr. TIQ Al- Lj t��►P.•`vwEiVSr••'•.••- FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ®2017 TILTECO, INC. SERIES VPF 8000 OUTSWING ALUMINUM CASEMENT M.L No. 441 ; WINDOW—LMI (TYPICAL rk HEAVY SYSTEMS) DRAWN BY: • l T�• 290 WEST 78 ROAD 3/8/17 ' C ■ � � � v O N C . HIALEAH, FL 33014 DATE: '•;, F •[kr o PHONE: (305) 558-Bt03 ••t/ �4 TILLtT TESTING d ENGINEERING COMPANY FAX: (305) 558-6665 f1 � iO • o 6355 N.W. 3M. St, SG. =1 VRCNU CARDEMS, R. 33166 www.genemlimpect.com 7—LO1 /:�•n •��\ 1. Phone . (=)871-1 0006719 (305)871-1531 DRAWING 1 IIE'l. ND DERY�fgN DATE KV. W. DESM "M DATE WALTER A. TILLIT Jr. P.E_ P.�•.��.� E/ •9iE FLORIDA Uc. 1 44167 t � SHEET 32 OF 33 M IAM I•DiADE MIAMI-DADE COUNTY RIWAM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy General Impact Glass & Windows Corp. 290 West 78 Road Hialeah, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of .orymtWction materials. The documentation submitted has been reviewed and accepted by MilmiXade Codiity RER • • • • • Product Control Section to be used in Miami Dade County and other areas where alfowed by the Aulhority • Having Jurisdiction (AHJ). 00*000 • This NOA shall not be valid after the expiration date stated below. The Miami.Qgde Copt; Produce • • •. Control Section (In Miami —Dade County) and/or the AHJ (in areas other than MialnivWde CoVhtyri servq, • • the right to have this product or material tested for quality assurance purposes. I€4ki& rrodurt.or material • ; • • • fails to perform in the accepted manner, the manufacturer will incur the expense of-"testing:arid xhe AH.i ..... may immediately revoke, modify, or suspend the use of such product or material W14 their jurisdiction. . • RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County PrOljct•Qontrol • • • • Section that this product or material fails to meet the requirements of the applicablabuiiaing code. ' • ; . • • • This product is approved as described herein, and has been designed to comply with t6 Florida Building ••.• Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "11000 High Impact 9'0" Aluminum Sliding Glass Door — L.M.I. APPROVAL DOCUMENT: Drawing No. 17-147, titled "Series 11000 Impact Sliding Glass Door", sheets 1 thru 7, 7A, 8 and 9 thru 18 of 18, dated 10/30/18, with revision #2 dated 10/30/18, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA# 17-1102.16 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. s,z. OZ1o7%ZOi� NOA No. 18-1108.02 Expiration Date: December 11, 2023 Approval Date: February 07, 2019 Page 1 General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA# 08-1003.06) 2. Drawing No. 17-147, titled "Series 11000 Impact Sliding Glass Door", sheets 1 thru 7, 7A, 8 and 9 thru 18 of 18, dated 08/08/17 with revision 41 dated 08/08/17, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. •. . . .... ...... B. TESTS • ...... .. .. ...... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94...:.. • 2) Uniform Static Air Pressure Test, Loading Ver V43C TAS 202 94 :....: 3) Water Resistance Test, per FBC, TAS 202-94• • • • • • • • 4) Large Missile Impact Test per FBC, TAS 2MM: :'. •. '.... .. .. . 5) Cyclic Wind Pressure Loading per FBC, TQ !O. -94 .•. ....... 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 2U7.-94 00 . 000000 along with marked -up drawings and installation diagram of an:aluninum sliaimi glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. fTt.:5626, • • dated 07/22/08, and addendum letter dated 11/14/08, signed and sealed by VATos Rionda, P.E. (Submitted under NOA# 08-1003.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), prepared by Tilteco, Inc., dated 06/04/15, signed and sealed by Walter A. Tillit, Jr., P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayer" (formerly Butacite PVB) dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-61h Edition (2017), dated 08/08/2017, issued by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted under NOA# 17-1102.16) 2. Statement letter of conformance, complying with FBC-51h Edition (2014), dated June 12, 2015, issued by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted under NOA# 15-0622.15) C/ Sifang Zhao, P.E. Product Control Examiner NOA No. 18-1108.02 Expiration Date: December 11, 2023 Approval Date: February07, 2019 E - 1 General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated September 17, 2008, and January 27, 2012, issued by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted under NOA# 08-1003.06) 4. Laboratory compliance letter for Test Report No. FTL-5626, issued by Fenestration Testing Laboratory, Inc., dated 11/14/08, signed and sealed by Joseph Chan, P.E. YYYY (Submitted under NOA# 08-1003.06) . . .... ...... G. OTHERS • YYYYYY YY YY YYYYYY 1. Notice of Acceptance No. 15-0622.15, expiring on 12/11/18. •. Y... 2. New evidence submitted .... . ..... ...... .. . ..... A. DRAWINGS of 1. Drawing No. 17-147, titled "Series 11000 Impact Sliding Glass Doo;", shoots 1 thru 79 7A, 8 and 9 thru 18 of 18, dated 10/30/18 with revision #2 dated 1030/18:prepared by, • Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. "" • B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayer" (formerly Butacite PVB) dated 01/18/2018, expiring on 07/08/19. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 17-1102.16, expiring on 12/11/18. Sifang Zhao, P.E. Product Control Examiner NOA No. 18-1108.02 Expiration Date: December 11, 2023 Approval Date: February 07, 2019 E-2 GENERAL NOTES: 1. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLpRIDA BUILDING CODE. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONDD CODE, USING ASCE 7-10 AND SHALL NOT EXCtlD THE MAXIMUM (AI-S.D.) DESIGN PRtSSURE RATINGS INDICATED ON NOTE 3 BELOW. IN BE ORDER TO VERIFY REDUCED TO THE A.SAD.OVE CONDITION DESIGN WIND LOADS BY DESIGN LYINIG THE DETERMINED IDE T'OSCOMF SHALL W/ MAX. (A.S.D) DESIGN PRESSUOI RATINGS INDICATED ON NOTE 3 BELOW. IN ORDER TO VI RIFY THAT ANCHOkS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ka USED IN THEIR ANALYSIS, A DURATION FACTOR CD=1.60 WAS USED TO VERIFY FASTENERS IN WOOD. THIS DOOR'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE AI OVE MENTIONED GbDE AS PER PROTOCOLS TAS-201, TAS-y202, TAS-203, PMR FENESTRATION TESTING LABORATORY, INC. LAB REPORT # 5626 AND A$ PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMEIJ AS PER SECTION 1616 OF THE FLORIDA BUILDING CODE, 2. REMAINING COMPONENTS FOR THIS SLIDING GLASS DOOR SYSTEM SHALL BE AS INDICATED ON BILL OF MATERIALS AND COMPONENT SHEETS 2 AND 3 RESPECTIVELY OF THIS DRAWING. MAXIMUM A.S.n_ nFSICN PAI;'L'CIIDC DA-rikit a rt^n r..e ..:. :...L _- 4� 4- 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy=25.0 ksi MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7 ALL SCREWS U E,D FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YINLD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3,4. 8. WOOD BUCKS BY OTHERS, MUST IJE ANCHORED PROPERLY TO TRANSFER _ LOADS TO THE BUIEDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, G=0.55. AND SHALL COMPLY WITH SECTIONS 241 1,3;3.3 & 2326 OF Ti If 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. ($.1) 2X. WOOD BUCKS MUST BE PROPERLY ANCHORED TO EXISTING STRUCTURE TO TRANSFER LOADS TO IT. ANCHORAGE IS INDEPENDENT OF DOOR FRAME ANCHORAGE. DOOR FRAME MUST BE SEPARATE4 ANCHORED TO 2X WOOD BUCK FOLLOWING DETAILS ON THIS DRAWING. (8.2) 1 X WOOD BUCK (OR ANY WOOD BUCK LESS THAN 2X) MUST BE PROPERLY ANCHORED TO EXISTING STRUCTURE TO TRANSFER LOADS TO IT. DOOR FRAME ANCHOR SHALL BE USED TO ATTACH 1X WOOD BUCK TO EXISTING STRUCTURE BY DRIVING ANCHOR THRU BOTH QQOR FRAME & 1 X WOOD BUCK INTO EXISTING STRUCTURE. W/ PROPER EMBEDMENT AND EDGE DISTANCE AS SHOWN ON THIS DRAWING. IT IS NOT NECE SARY TO INDEPENDENTLY ANCHOR 1 X WOOD BUCK TO STRUCTURE IN ADDITION TO THE ABOVE SPECIFIED ANCHORAGE. M Tl (8.3) DOOR FRAME MAY BE DIRECTLY CONNECTED TO EXISTING STRUCTURE WITH NO NEED 9?' 1T1 MASONRY OPENING IS NOT LARGER THAN ACTUAL DOOR OVERALL DIMENSIONS. HOWEVER 1I (SEE NOTE 10) MAY BE ALLOWED AT DOOR FRAME ANCHOR LOCATION IF NEEDED. ��* ENS No. 441 a ^a ' STATE C "�•.. S��NAI P.E. 9. ANCHOR COTES: EMBEDMENT ARID EDGE DISTANCE ARE BEYOND ANY FINISH (SEE SCHEDULE ON SHEET (A) TO EXISTING POURED CONCRETE: (Min. Vc = 7-A). - 3.192 ksi), MIN. EDGE DISTANCE = 2 1/2". 1/4"0 TAPCON W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED DY ITW BUILDEX, INC (COMPONENT " THRU 1 P.T. WOOD BUCK. t29 - 1 /4"0 KWIK-CON II W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTUkT7D BY HILTI, THRU " INC (COMPONENT 1 P.T. WOOD BUCK. �JJ, (B) - TO EXISTING A.S.T.M. C-90 CONCRETE BLOCK MIN. EDGE DISTANCE = 2 1 /2". 1 /4"0 TAPCON W/ 1 1/4" MIN. EMBEDMENT, AS MANUFAC. BY I'(W BUILDEX, INC. (COMPONENT 2®), THRU " 1 P.T. WOOD BUCK. - 1/4"0 KWIK-CON II W/ 1 1/4" MIN. EMBEDMJENT, AS MANUFACTURtD BY HILT], THRU 1 " P.T. WOOD INC (COMPONENT (C) BUCK. TO EXISTING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE - 1/4"0 TAPCON W/ 1 1/2" MIN. THREADED PENETRATION, AS MANUFACTURED BY (COMPONENT (L�9). ITW BUILDEX, INC. (D) - TO EXISTING MYN. 1/8" THICK ALUMINUM MEMBER (6063-T5 ALLOY) MIN. EDGE 1/4"0-14 TEK SCREW, DISTANCE = 1/2". (E) MIN, 1" LONG, AS MANUFACTURED BY ITW BUILDEX, INC. TO EXISTING MIN. 12 GAGE STEEL MEMBER (ASTM A-500, (COMPONENT 0 j!• A-653 OR A-36) MIN. 1 2 " = /, k'�G�%ISTAN•• - 1/4"0-14 TEK SCREW, MIN. 1" LONG, AS MANUFACTURED BY ITW BUILDEX, INC. (Ct'J•)ENT 30 )'• 10. PROVIDE 1/4" MAX. SHIM SPACE (TYP.). • • • • 11. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR MANUFACTURER LABEL SHALL READILY VISIBLE LOCATION. ONE LABEL BE!•I�LP•C�D OM*A '. SHALL 6!1� PLACED FOR EVMY UNIT. LABEL •S'HiCL�L REALI AS' FOLLOWS: • • • • • • • GENERAL IMPACT GLASS AND WINDOWS, CORP!, HIALEAR, PLORIDA MIAMI-DAQE COUNTY PRODUE7 CONTROL APPROVED. 12. (a) THIS A.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A,D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON 'THIS P.A.D., PROVIMD HE/SHE DOES NOT DEVIATE FR6 THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSI$ILITY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIOINAL P.A.D. SHALL YEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSI ENGINEER OF RECORD THAT PREPARED IT. PROMUCT RENDMW 3 u COMPIyb)-" FtriEa fhe Eluitla ]31ai.I Cep:;,, THIS DRAWING SHALL ONLY :HE USED TO Expiration Da r;L�&p&2 OBTAIN PERMITS IN THE STATE OF FLORIDA Miami Dade Product Control R'x1 M,I.q„Mf DARE COUNTY FLORIDA BUI.I.DING CODE (High 1/ "I ityHurricane Zor* 02.017 TILTEco INC. SERIES 11000 HIGH IMPACT SLIDING GLA%�Q DOOR DRAWN sr: "1O .. ALP. Z�Th O I IN C . 290 WEST 9H ROAD10/30/18 % HIALEAH, FL "33914 DATE LLI �y TIT TESTIi�fi t ENGINEERING COMP PHONE.(305) 5�r8103 5355 N.W. 36th. St., Ste. 305, NRQNIA r.ARDENS. n 'Pw _ FAX: (305) �s0-6665 ?hoo.: (303)871-u30 Faa (3os)871_1. GENE- www.generclirgppot.com 17-147 e-mbil: tilteco0ool.com IMPACT C ,^SS a W iyppyys ie-0006719 Larsadm M DRAWING No SEAL/SIGNATURE/DATE WAVER A. TILLIT Jr., P.E. �. DMcwrw DATE Ky. Ne D6CA►tI711 �SHEET �LOIDA Lic. 44167 ow to-tn2 Nam &I. 0.2 • e3 0 hI a 900%6 BILL OF MATERIALS PART # DESCRIPTION ITEM # GfC301-1 FRAME HEAD MATERIAL 1 2 GIC302-1 FRAME SILL 6063-T6 3 GIC303-1 FRAME JAMB 6063-T6 4 GIC304-1 TOP RAIL 6063-T6 5 GIC305-1 BOTTOM RAIL 6063-T6 g GIC306-1 LOCK STILE 6063-T6 7 8 g 10 GIC307-1 MEETING STILE OUTER INTERLOCK GIC308-1 MEETING STILE INNER INTERLOCK GIC309-1 CENTERMATE FEMALE ASTRAGAL GIC310 GLAZING BEAD 6063-T6 6063-T6 6063-T6 6063-T6 11 GIC311 INTERLOCK STIFFENER 6063-T6 12 GIC312 RETAINER CLIP, 4" LONG 6063-T6 13 14 15 17 GIC313 FIXED PANEL CLIP, 8" LONG _ OPTIONAL INTERIOR REINFORCEMENT FOR FEMALE ASTRAGAL ONLY REQ'D FOR 7' & 8' DOORS _ OPTIONAL EXTERIOR REINFORCEMENT FOR FEMALE ASTRAGAL ONLY REQ'D FOR 7' & 8' DOORS W223511 K TOP RAIL + JAMB + STILE + ASTRAGAL WEATHER STRIPPING GIC315 BOTTOM RAIL SEAL 6063-T6 6063-T6 6063-T6 6063-T6 NEOPRENE 18 19 GIC314 SETTING BLOCK VINYL 20 GIC316 GLAZING BULB NEOPRENE NEOPRENE 21 22 FASTENER FASTENER FASTENER PANEL ASSEMBLY SCREWS, #10x1 1/4" P.H. S.D.S. FRAME ASSEMBLY SCREWS, #10x1" F.H. S.D.S. FIXED PANEL CLIP FASTENER, 3 () # 10x 1 /2" PH S.D.S. S.T. STEEL S.T. STEEL 23 S.T. STEEL 24 25 26 - #1939-6010-55 FASTENER PANEL GUIDE (TOP ONLY) AT EACH END OF EACH PANEL ® 2/PANEL GLASS PANEL ROLLER ASSEMBLY AT (2) © PER OPERABLE PANEL ® EACH END OF PANEL (2)1/4"0-20x1" LONG T.H. S.S-M.S. TO STILES/ATRAGAL FOR EACH ROLLER ASSEMBLY FASTENING CELCON ST. STEEL STEEL 27 2300-10SS / #623Z 2500-1061Z ANCHORS ANCHORS GLAZING SILICONE SEALANT HANDLE LOCK (INTERIOR AND EXTERIOR) ® 36 1/2"/BOTTOM WITH LOCK INSTALLATION SCREW (2) #6-32x3/8" F.H. M.S. S.S. INCLUDES ZAMAK HANDLE ® 35 1/2"/BOTTOM W/ #10-241 3/4" O.H. M.S. S.S. LOCK STRIKE PLATE W/ STRIKE PLATE MOUNTING SCREW (2) #1Ox1 1/4" P.H. S.D.S.. 1/4"0 fiW BULDD( TAPCON ANCHOR OR 1/4"0 FILTI K1MK-CON II ANCHOR (SEE SCHEDIAE ON SHEET 7A) 1/4"0-14 ITW BUILDER TEK SCREW (SEE SCHEDULE ON SHEET 7A) STRUCTURAL SILICONE GE SCS2800, DOW CORNING 795 & PECORA 896 ST. STEEL 28 29 30 31 S.T. STEEL STEEL STEEL STRUCTURAL SILICONE 33 GLASS 0.458" OVERALL LAMINATED GLASS W/ (1) 0.185" HEAT STRENGTHENED GLASS + (1) 0.088" BUTACITE PVB, INTERLAYER BY KURARAY AMERICA, INC. + (1) 0.185" HEAT STRENGTHENED GLASS. - 34 - BUMPON SPACER, 1/4" DIAMETER HALF SPHERE, CLEAR. 3" FROM CORNERS MAX. AND 12" O.C. (MAX.), AT MID -GLASS BITE ELEVATION, BY FRANK LOWE RUBBEL AND GASKET FLB-28, CLEAR._•'rr&1ffFp#"'_ SILICONE No. 4141,67 ST.OF v f 7fSEAL/SIGNATURE/DATE In m �. 0 19 EXTERIOR 18 18 OR 30 GLAZING DETAIL SECTION SCALE: 1 /2 "=1 " 02017 TILTECO INC. =LfEk O 1uC. TILUT TESTING & ENGINEERING COMPANY 5355 N.W. 36th. Sl., St•. 305. %IRGIMA GARDENS. FI 33166 ph : (3471-15M . Fax : (30$)871-1531 e—mail: tiltecoocol.com EB-0006719 WALTER A. TILUT Jr., P.E. FLORIDA Lic. 44167 k, 2 in (n .' : • cV ' • • O "*so* .. .. ...... �••••: .•• SUBSJRATF SEE SC+MEBNIEE ' SHEET 7A) ,ON ..•.. e , PRODUCT RENT-ONED EufffE= C-1- QQ -- MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR I Mon e1'° am 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558-8103 FAX: (305) 558-6665 www.goneralimpact.com 10/30/18 DATE 17-147 DRAWING No SHEET 2 OFt8 -6.012' .223" 1.25' 1.288' .123" .375" 375" 684' .277" R.031" (4) .454" .41 R.022' .045' 5 062" 1.152" 312" .27 .746' .808" 1.605" ��.062 .146 1140 R.062' .110" •049' p• 985' _ F.094" .812' 1.749` . (2) 188 R.031 " .098_ .110' 1.683 2.189" 1.152" (13) 2.625' R.140 (2) R.010' .154" 062 .078' 1.062" 1.594' R(132)5 3.500' .657" I 20 .078• 8 p• 3.500` 078" 2.189' 440• 3.500' 2. 5" 2 4' .062' .244" 13 I 138 062" .062" 2.710 657` 078" 5.637" .492 1.599" (3) .685" 078• 435' 125" .110' 30. 07B" 1.683' 2.189' 1.230"T--] 1.749" R.010' 985' R. FULL .250" .812" 086" 746" (5) 1.605" .172" 120' X .271 • �.96FRAME HEAD 5.715' -595' 015 049' R.022' 045"R.031"6063-T6 .188" 723• (4) 64FRAME SILL .062" TOP RAIL.86' SCALE 1/2"_1 O5 BOTTOM RAIL 60E 1/2' t.17t" 6063-T6 SCALE 1/2'=1" R.�) SCALE 1/2'=1' 6063-T6 000000 .937" 3.000' SCA4 1/j"I • • • • • • • • • • 3.437" 3 FRAME JAMB 2.125" .875" . • . ; • •••••• • .875' 6063-T6 .078" � • • • • • • • .. • 3.000" R.(2) 107 REF. •••••• _141' .094' .123" SCALE 1/2"=1' .130' (2) • • - •••• t .875' 875" 094" 1 12 .39 ' • • • • • • • • •••••• R.062° .254 .123" • • • • • .606 006-3" RILL V .075' • • • • • R. 9" R.022` (5)REF• R.022" 875" 3.002 125• 015 X r0221 .045' • • • • • • • • • 1.219" 094" I 094' 0" .2 RY .340" • • • •' • • • 1.501' 045" 1.395" 125• 107" _094' 1.749" 955" ! • • • • • • • • .094" 094" 312`.094.123" .107" .094" 95" R.O50' .686'- 125 ifM i 0.967 .606' �R F.123" •086j •R.094' 188^ REF. R.045' 2.064".031' .045" 6066 ••(2) 2 022' .045" 1.843" 094" 3.945` .080" 010 094' () .094" 0.058`0182.125' 1.395" .188" .891" 2.064' .130" • • • REF. �••••� 1.395" REF. .031. 143" • • • • • • • • • 2.562' 094" 483" .312" 625" 850" • • • • • • © LOCK STILE 09a" .188" REF. 125" D78 2 , 89 GLAZING BEAD 6063-T6 2.125" 278 REF. R.062' .062" R.045" .125' 6063-T6 SCALE 1/2'=1" �7 MEETING STILE -1063" (5) (3) SCALE , /z" 875- OUTER INTERLOCK ® MEETING STILE .234" 2.500" 6063-T6 INNER INTERLOCK 09 CENTERMATE _ ,za• 062" SCALE 1/2•=1" 6063-T6 ' ' FEMALE ASTRAGAL R.035" 10 SCALE 1/2=t.036" 6063-T6 R_025 " DRILL V R. FULL 077" SCALE 1/2°=1" 030' 21 1.500` 1015 DP. R.031' DRILL V 1.591" R.035" 196" in I 120' X .015 DP. 1.793" .024" .083" 327- m 70 .015' .156" ' p 1.785' n .143" R.062` .340' .309" 294" 062' .515' / 076' L.043' 188• PRODUC- ' _,�;p'.a. R.062" �� ED 125 125" 951" (70) R.030" 186' .156" .125' 1.263' gl74"ngy Arita : 1 i lut194" 2.014" 8a C��-; aR.0fi2" 267' R.109' .560' (TYP•) 1.782' 1.585" O50' .527' REF. 125',.527" 018^ .. FULL 1 INTERLOCK STIFFENER � RETAINER CLIP 1� BOTTOM RAILS ^ 6063-T6 1 FIXED PAN 1 OPTIONAL INTERIOR 6063-T6 EL CLIP REINFORCEMENT FOR �5 OPTIONAL EXTERIOR VINYL' EA - SCALE 1/2"=t 4 LONG SCALE 2'=1" f�ituT]:�? yGx�$ SCALE 1/2'=,• 8" LONG FEMALE ASTRAGAL REINFORCEMENT FOR 8" LONG Y31 • SCALE 1 "=1 " 6063-T6 R.015" 505" SCALE 1/2•=,• FEMALE ASTRAGAL +��rar/A/I/1l/ij� MIAMI DADE COUNTY .125' 45' .045" 0.203' 1A• �l j'�� SCALE ,�2.T6" 23s' .014tl 1� �• FLORIDA BUILDING CODE (High Velocity Hurricane Zorn) .065' 147• 263• �� •�� S�.••.t/� �-\ ®2017 TILTEco INC. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR M.P. COMP .045` .032' .029' � � 67 •. 130' .060" • : ' E C O N C. 290 WEST 78 ROAD 70/30/1B HIALEAH FL 33014 DATE 220' 194' `# 71WT TESMG t ENGINEERING COMPANY PHONE (305) 558-8103 1� SETTING BLOCK •' •• OF ` / e N.W. 36N. St. St.. 30.5, NiiCINq GARDENS, Fl 3J166 FAX: (3D5) 558-6665 17-147 ® GLAZING BULB �� Pho .: (aos)871-153a . Faz ; (�05)871-1531 GENERAL www.generolimpoct.com NEOPRENE e-mail: Glteco0aol.com uAr►ca Gu►ss a wnuoows NEOPRENE . /�` ••'•.FOR V'� • t�•�; 2JFcC�mSoGrsion ,.�`A •.,��•• ,.. EB-0006719 DRAWING No SCALE 2"=1' SCALE 2"=1" Z .Y G. �� SEAL/SIGNATURE/DATE WA SEAL/SIGNLTER A. TILiJT Jr., P.E. �• Na wTr. axen nm N. , PATE FLORIDA Lic. 44167 t ao ta-tat /t a SHEET 3 OF18 m D/11 m'. --FRAME WIDTH (SEE SCHEDULE) A/8 -4 B/9.4 B'/ 10 '4B/9 DET. X/7A1__ DET. X/7A1_ DET. X/7A1 -' .. 49 3/16" - MAX. FIXED PANEL WIDTH w 33 J 0 w U w / w /0 J ID.L.O. WIDTH T—(SEE SCHEDULE) 1 0 49 1/4" ----MAX. OPERABLE — PANEL WIDTH 33 8 J, 1`` 11 1 1i iulx. DET. X/7AI___" A/8 -4 B/9 X DET. X/7AJ B'/ 10 M DET. X/7A J B/9 TYPICAL EXTERIOR ELEVATION (OXXO� SCALE: 1 /2" = 1 '-0" * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. M L 6' 1/ 1/ 1l , , \ \ \ i ■ \ 11 r kv II to 1�/ 1 IL 6• S' �r No. 4 167 a a - ` STA OF ti 0 �0�;••., F�0 A/8 Sim. D/11 C/11 . V7A MAX. A.S.D. DESIGN PRESSURE MAXIMUM MAXIMUM MAXIMUM MAXIMUM RATING FRAME HEIGHT FRAME WIDTH D.L.O. HEIGHT D.L.O. WIDTH +85, —85 psf & 9'-0" 16'-0" 99 3/4" ¢2 •3/4" 15 psf AT WATER • • - • +91, —99 psf • & 15 psf AT WATER 8'-0" 16'-0" 87 3/4" e7:5;/4" • • • • , + 100, —120 psf . & 15 psf AT WATER 7'-0" 16'-0" 75 3 4" / 42 3 4" / .... ...... • • F ai,fi v -T -Ilo .OL Mi= Env r_ sT�a t f at IMIAMI WE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) %� ®zot7 TarEco INC. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR °w`k B'` T L E C O N C. ULL 290 WEST 78 ROAD 10 DATE 18 HE/W, FL. 33014 9 71WT TESTING rt ENGINEERING COMPANY PHONE: (305) 558-8103 6355 N.W. 3&h. St., Ste. 305, WRMNU GARDENS, Fl 33166 FAX: (305 558-6665 Phom : (305)871-1530 . Fox : (305)871-1531 GENE1t.L-SLlr www.generol pactcom 17-147 e—mail: tilteco®aol.Com LMPAJCT G4^SS a WINNOWS EB- SEAL/SIGNATURE/DATE WALTFR A. �LLIT 1Jr., P.E. Inc Nq 11F70�116N • n ,N eEsn�lglN 1M1E DRAWING No i� FLORIDA Lic. 44167 1 6tn ta-161 t :_ SHEET 4 OF t8 W J O W U N W W F 2 0 W 2 MAX. A/8 TYPICAL EXTERIOR ELEVATION (OX) SCALE: 1/2" = V-0" * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. ** FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 /12 V7 10 C/1 6' ----��RAME WIDTH (SEE SCHEDULE **}- A/8 B/9 6. �DET. X/7A ( II II 49 3/16" 49 1 /4" MAX. FIXED - -----MAX. OPERABLE PANEL WIDTH PANEL WIDTH 33 D.L.O. tZ,(SEE SCHEDULE **) o A i A/8 -41 e/s -4 C DET. X/7A 6' D/13 C/13 DET. V7) m� TYPICAL EXTERIOR ELEVATION (XO) SCALE: 1 /2" = V-0" * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. jf•� No. 441 7 STATE P.E. SEAL/SIGNATURE/DATE W J 7 0 W _ U (n W W in H 2 w 2 A/8 ULL x/7A TYPICAL EXTERIOR ELEVATION (XX) SCALE: 1 /2" = V-0" * SEE SHEET 7A FOR MAXIMUM ANCHOR PRO U qgr ° �ii x SPACING AT JAMBS. 02017 TILTECO INC. TTFILMEC O.N. TIUIT TESTING ! ENGINEERING COMPANY 53M N.W. 36th. St., St.. 305, wRGINIA GARDENS n 331ee Phms : (305)571-1530 . Fax : (305)e71-1531 e-mail: tiltec0000l.com EB-0006719 WALTER A TILLIT Jr., P.E. FLORIDA Lic. 44167 IMIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR 290 WEST 78 ROAD 10/30/18 HIALEAH. FL 33014 DATE PHONE: (305) 558-5103 GENER A T " Fes' (305) 5act.co 5 www.generolimpact.com 17-147 tAAP,4cT cawss a wltloows `�e Clea> SolAf" DRAWING No my. w axnrlm are ta. N. 0Flax►110N GAIE 1 am 15-u1 t x SHEET 5 0FtB -----FRAME WIDTH (SEE SCHEDULE **)--- A/8 X/7A / DEf. X 7A B/9 DEL B'/10� 6• �- D/15 49 3/16" . MAX. FIXED PANEL WIDTH 49 1/4" -----MAX. OPERABLE PANEL WIDTH W 33 33 33 J W J U p W / W = / W U W Ld C/T5 J / W D. L.O. (SEE SCHEDULE **) N 0 % x q/841 DEf. 07AT_____ g/y.4I DET. X/7AIB'/1 TYPICAL EXTERIOR ELEVATION (OXX) SCALE: 1 /2" = 1 '-0" * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. 6- IAX. D/15 E e; 6- MAX. GEN' N. 4 41 7 ** FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 rYA �. o� '• •. ORl a Fes_ • • ..... P.E. SEAL/SIGNATURE/DATE Sim. TYPICAL EXTERIOR ELEVATION (OXOi SCALE: 1 /2" = 1 '-0" .- * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. 1 02017 TILTECO INC. T1L1E_CO3uc. TIWT TESTING t ENGINEERING COMPANY 8355 N.N. 35M. St, Ste. 305. MRcINIA GARDENS, n 331 Se Phone : (305. 71-1530 . Fox : (305)071-1531 e—mail: tiltecoocol.com EB-0006719 WALTER A. TIWT Jr., P.E. FLORIDA Lic. 44167 J,U� Ds& Prdud CorLtrol I MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR I DRAAI"'. 8' 290 WEST 78 ROAD 10/30/18 HIALEAH. FL 33014 DATE PHONE: (305) 558-8103 FAX: (305) 558-6665 www.generalimpact.com 17-147 DRAWING No pelcmim SHEET 6 OF t8 s •s••s m D/17 vC 17 W A/8 DEL X/7 6' -'7 I 1 % — 49 1 /4" AX. OPERABL PANEL WIDTH D.L.O. (SEE SCHEDULE **) X -rRAME WIDTH (SEE SCHEDULE ** B/9 -4 By10 ,4 _ DET. X/7A1__ — I 1 I I`,\ 6' _JMAX DET. X/7AJ--- A/8 I B/9 A DET. X/7A1 B'/ 10 B/9 A A/84 DET. X/7A-__ SIM. i b D/17 33 30000*0 •' • / / •••••• / • • • • ` •• • 1 1 1 I I 1 x It/ DEL Y/7A m2 DEF. X/7A] BI9/ A/8 SIM. TYPICAL EXTERIOR ELEVATION (XXXX) SCALE: 1 /2" = 1 '-0" * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. 1 �ryTT OWE TiL t .... ...... .... ...... • •• • • .•„0iti1 i,,/•� •� i�r� MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ** FOR MAXIMUM FRAME & D.L.O. `tii CE SF':®zoti nLTEco INC. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR DRA VN SEE SCHEDULE ON SHEET 4 ;�� /►�.� ` • �7 ■ 1 L I E �r O 1 N C . 290 WEST 78 ROAD 10/030E 18 1 L HIALEAH. FL 33014 9 TTLUT TESTING t ENGINEERING COMPANY PHONE: (305) 558-8103 A OF /X: 305 5 • ( ( 1a AERAL 9 pacLco6s e • Osss N.W.N.W, ]61h. St., St. 3os, vutaNU GutaF115. Fl utfie ( ) 17-147 F. � Phan• : (70.S)e71-1570 , Fax ; 7p5 �t—t6]1 www. eneralim aetcom n P e-mail: tilteco®aol.com LMPACT G A6ss a WINDOWS ��,(►••�••.;•Orl L ES-0006719 `=Ss ClearsoGtlion DRAWING No s Gi SEAL/SIGNATURE/DATE WALTER A. %LIT Jr., P.E. �• M gyp= ah wEv w orscwrnai ootS1 f�_� FLORIDA Lic. 44167 1 mo ta-in o./ae/i �_ 2 1 1 SHEET 7 OF18 141 RATINr_ PR+�NE�RATM ANCHOR TYPE SUBSTRATE DESIGN PRESSURE HEAD SILL .n. OF ANCHORS FOR TAPCON FOR KWII(-CON A 9._0„ 1/4"0 TAPCON OR KWIK-CON II POURED CONCRETE +60, -60 psf g 5 +75, -75 psf 11 5 +85, -85 psf 11 7 +91, -99 psf 13 7 +100. -120 psf 17 9 1/4"0 TAPCON WOOD +60, -60 psf 11 N/A +75. -75 psf 13 +85, -85 psf 15 +91. -99 psf 17 +100, -120 psf 19 1 /4"0 TEK SCREW ALUMINUM MULLION OR STEEL MEMBER +60, -60 psf 9 +75. -75 psf 11 +85, -85 psf 11 +91, -99 psf 13 +100, -120 psf 17 8'-0" 1 /4"0 TAPCON OR KWIK-CON II POURED CONCRETE +60, -60 psf 7 5 +75, -75 psf 9 5 +85. -85 psf 11 5 +91, -99 psf 11 7 +100, -120 psf 15 7 1 /4"0 TAPCON WOOD +60, -60 psf 9 N/A +75, -75 psf 11 +85, -85 psf 13 +91, -99 psf 15 +100, -120 psf 17 1/4"0 TEK SCREW ALUMINUM MULLION OR STEEL MEMBER +60, -60 psf 7 +75, -75 psf g +85, -85 psf 11 +91, -99 psf 11 +100, -120 psf 15 7•-0' 1 /4"0 TAPCON OR KWIK-CON II POURED CONCRETE +60, -60 psf 7 3 +75, -75 psf 9 5 +85, -85 psf g 5 +91, -99 psf 11 5 +100. -120 psf 13 7 1 /4"• TAPCON WOOD +60, -60 psf 7 N/A ` +75, -75 psf 9 +85, -85 psf 11 +91. -99 psf 13 +100. -120 psf 15 1 SCREW K ALUMINUM MULLION OR STEEL MEMBER +60, -60 psf 7 +75, -75 psf g +85, -85 psf g +91, -99 psf 11 +100, -120 psfl 13 O CORRESPONDS TO CLUSTER OF 29 OR 30 ANCHORS AT C OF STILES/ASTRAGAL (SEE DETAIL X) FRNCHORS S yet ANCHOR TYPE SUBSTRATE MAX DESIGN PRESSURE ROUM BS on* IF O 0 FORTAPCON, KWIK-CON II 9'-0" OR 8'-0" OR 7'-0" 1/4"0 TAPCON OR KWIK-CON 11 POURED CONCRETE OR CONCRETE BLOCK -60 psf 18" O.C. 18" O.C.- +75+60, , -75 psf P 18" O.C. 18" O.C. +85, -85 psf 18" O.C. 18" O.C. +91, -99 psf 16 1/2" ox. 18" O.C. +100, -120 psf 13 1/2" ox. 18" O.C. 1 /4"0 TAPCON WOOD +60, -60 psf 18" O.C. N/A +75, -75 psf 18" D.C. +85, -85 psf 16" o.c. +91, -99 psf 13 1/2" ox. t100, -120 psf 11" O.C. 1 /4.0 TEK SCREW ' ALUMINUM MULLION OR STEEL MEMBER +60. -60 psf 18° O.C. +75, -75 psf 18" O.C. +85, -85 psf 18" O.C. +91. -99 psf 16 1/2" o.C. +100, -120 psf 13 1/2" ox. * CORRESPONDS TO THE SPACING OF TWO STAGGERED ANCHORS (SEE DETAIL Y) C STER OF ' oR 30 ED AT STILES/ASTRAGAL LOCATION (TYP) OF STILES/ASTRAGAL LOCATION I 5' ox. SPACING t (TYP.1 (Typ•) DETAIL X-X HEAD & SILL CASE N.T.S. 02017 TILTECO INC. w . No.441 7 , y =1LCOI►NC. / TILLIT TESMO t ENGINEERING COMPANY STATE OF :� � $355 H.W. Seth. St.. St.. 305. %4WMA ahR0EN5. n 33166 �• . ` Phony (305)a71-1330 . Foz : (305)071-1531 ! /►D1• �'0 _IN, e-mail; tiltec0000l.com VV t(l1II E8-0006719 ' �j'~ -0P.E. SEAL/SIGNATURE/DATE WALTER A. TILLIT Jr., P.E. if)A1Ai _a1 FLORIDA Lic. 44167 2 3/16' see;** see• DETAIL i•1- JAMB CIAS.Ei • N.T.S :";'; OR ® • •Acct'.k� <�a • • • •• sees • s •0•9 tr-F C1 r1:Tc7 Iz?' dTI) Ea c plyL the Flanda l I 0 OL B_i_ C- 1 MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR M%N ff(' OLD 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 558-8103 FAX: (305) 558-6665 www.generali aipactcom 10/30/18 DATE 17-147 DRAWING No sees•• sees•• sees•• • • .sees• sees•• SHEET 7A OF 18 EXISTING STRUCTURE m W ?off �mi W~i U Z = Z W EXTERIOR o a a Z m w o Z X vW W En V_ J c� w o x E.D. ., WOOD SUBSTRATE NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S CONCENTRATION NEEDED AT STILES/ASTRAGAL SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. 2"x P.T. WOOD BUCK (SEE NOTE 8/1) 1-2"x P.T. WOOD BUCK (SEE NOTE 8/1) POURED CONCRETE REO'D. 1x P.T. WOOD BUCK (SEE NOTE 8/1) EXTERIOR I-M ED. a 7NOTE 9/1) �\ o. i� m U � O = Z Li 0 Uj W ZLd m a Z x (n w ILi J M v U � � O d J Z — c� Li o C w 10 w i 1 S1 `� w W Z . m _ POURED CONCRETE REQ'D. E.D. (SEE NOTE 9/1)- (2) 1/4" LONG WEEP NOTCHES, (1) AT EACH END OF EACH SCREEN RETAINER TRACK AT 0 SECTION A - SCALE: 3/8"=1 " [0 E.D. —(SEE NOTE 9/1 2" MAX. THICK HIGH STRENGTH GROUT. a ° (2) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE V ro 441 7 J. SU E � '•• FLORR P,: �9 P.E. SEAL/SIGNATURE/DATE (SEE NOTE (SEE NOTE X" MINIMUM WALL THICKNESS 9/1) 2) 30 9/1) ALUMINUM ALLOY 6063-T5 MIAMI DADE COUNTY _\XQ APPROVED MULLION[[::: (UNDER SEPARATE APPROVAL) EXTERIOR STEEL MEMBER SHALL CONFOR A.S.T.M. A-50C A-36 W/ 12 1 MINIMUM WALL ALUMINUM MULLION SUBSTRATE E.D. E.D. STEEL MEMBER SUBSTRATE 02017 vmco INC. L E C O ,N�. TIL..LIT TESTINO i ENGINEERING COMPANY 5355 N.W. 36th. St., St•. 305. VIRQNIA GARDENS. Fl 33168 Pho : (305)871-15W . Fox : (3m)e71-1531 e-mail: tiltecoo0of.com EB-0006719 WALTER A. TILLrr Jr., P.E. FLORIDA Uc. 44167 • • •••• •••••• ...... .... ...... •••• • ••••• •••••• •• • ••••• • PP,ODTJC F PE�I� _9.z '_'C uz!� IMIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR °i�t�P B'= 290 WEST 78 ROAD 10/30/16 HIALEAH. FL 33014 DATE PHONE (305) 558-8103 GEfW(305) 558-6655 NERAwww.genetnlimpact.com 17-147 TAarA.cr GAwss a w114Elows ?IFaGZiarsoron DRAWING No Er. No OcKs"M DATE IEV. N. UMUMNN I DATE 1 OtD is -lei t s t tx • >tr r.T. Nm ItaftAel . I I SHEET 0 OF 18 E.D. E.D. NUIt V11) WOOD SUBSTRATE NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S CONCENTRATION NEEDED AT STILES/ASTRAGAL SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. 2"x P.T. WOOD BUCK (SEE NOTE 8/1) I I I I I 2"x P.T. WOOD BUCK (SEE NOTE 8/1) E.D. (SEE NOTE POURED / ) CONCRETE REQ'D. °` 1x P.T. WOOD BUCK • ` (SEE NOTE 8/1) i 2) ©9 E.D. E.D. (SEE NOTE (SEE NOTE 9/1) 9/1) zm W °• .2i • °. ° WB N 1. LLJ •. LLJ THICK HIGH W STRENGTH GROUT. Z POURED •° Wig • ;° ' °' CONCRETE REQ'D. I E.D. L(SEE NOTE (2) 9/ 1) �c (2) 1/4" LONG WEEP NOTCHES, (1) AT EACH END OF EACH SCREEN RETAINER TRACK AT Q * * (4) 11/16" LONG WEEP NOTCHES, (1) AT EACH END OF EACH OPERABLE PANEL TRACK AT O PO URED CONCRETE CONCRETE BLOCK SUBSTRATE 6•++AAA. L111rr•�rlr'sI . A. TiIV p �__• L, " No. 44 67' SECTION B-B STATE'• SCALE: 3/8"=1 " 'R! �iV.E. SEAL/SIGNATURE/DATE EXTERIOR E.D. O(SEE NOTE 30 g/1) (n A" MINIMUM WALL THICKNESS �z ALUMINUM ALLOY 6063—T5 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) ALUMINUM MULLION SUBSTRATE E-D. E.D. (SEE NOTE (SEE NOTE- 9/1) g/1) STEEL MEMBER BY OTHERS 2) 30 C SHALL CONFORM TO A.S.T.M. A-500 A-653 OR A-36 W/ 12 GAGE MINIMUM WALL THICKNESS. EXTERIOR STEEL MEMBER SUBSTRATE 02017 TILTECO INC. T ri L R C O ,Nc. TILLIT TESTING AI ENGINEERING COMPANY 6355 N.W. 361h. SL. St.. 305. WRGINIA GARDENS. FI 33166 Phone : (305)671-15W . Fax : (3a5)671-1531 e-mail: tilteco0ool.com EB-0006719 WALTER A. TILLR Jr.. P.E. FLORIDA Lic. 44167 • to s • • •• s •s•••• �= r Yj z ; yasE� 1..,yC o•Jz- L Ry— I MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR DR"�`�""e''w 290 WEST 78 ROAD 10/30/18 HW.EAH, FL 33014 DATE PHONE: (305) 558-8103 FAX: (305) 558-6665 www.generalimpacteom 17-147 DRAWING No w 6ocls11a1 wa SHEET 9 OF IS EXISTING STRUCTURE zo rn w Z Q Iw- �wZ m �1 w w w , } U � C] Z _ J F EXTERIOR o W z Zm z v1w a Q w 1n v �U - J Z w o L x w ir 31 W °' Li LU ZM1- �wo mZ ww E.D. (SEE 1 15 NOTE 9/1) 9/1) r �) Q !!4\1 E.D. (SEE NOTE 9/1) E.D. (SEE DOTE 9/1; 0 E.D. (SEE NOTE 9/1) WOOD SUBSTRATE NOTES: 1. FOR MAXIMUM FRAME & D.LO. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S CONCENTRATION NEEDED AT STILES/ASTRAGAL SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. 2'x P.T. WOOD BUCK SSEE NOTE 8/1) 1 I I I L2•x P.T. WOOD BUCK (SEE NOTE 8/1) E.D. (SEE (2) @ E.D. (SEE POURED NOTE 9/1)—NOTE 9/1) CONCRETE REQ'D. �Elk .e• 1 x P.T. WOOD BUCK ' (SEE NOTE 8/1) J �:i.,. L _ � 1 2 CEX U � W Z O w � EXTERIOR W o a Zm W W Z X .M ~ W U O v a J Z x M r, w o w w 31 1 o' POURED ° W w CONCRETE REQ'D. E.D. (SEE NOTE 9/1) �c (2) 1/4" LONG WEEP NOTCHES, (1) AT EACH END OF EACH SCREEN RETAINER TRACK AT 0 CTION B'-B SCALE: 3/8"=1 " �-1 M POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE �'Am P.E. SEAL/SIGNATURE/DATE STEEL MEMBER Or SHALL CONFORM A.S.T.M. A-500 A A-36 W/ 12 GA( MINIMUM WALL TH Ica E.D. (SEE F n (QFC ALUMINUM MULLION SUBSTRATE E.D. (SEE E.D. (SEE STEEL MEMBER SUBSTRATE 02017 TILTECO INC. z T LTEc O INC. TILLIT TESTING t ENGINEERING COMPANY GM N.W. aft. St. St-- 305. VIRpI" GARDENr, F1 33155 Phon• (305)871-1530 Fa.: (305)871-1531 e-mail: ultecoccol.com EB-0006719 WALTER A, TILUT Jr., P.E. FLORIDA Lim. 44167 �` MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063-T5 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) T'T' OOUC.-. RF,4L *.HD 7 11 ro' IMIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR F "R !I! B''' 290 WEST 78 ROAD 10/30/18 HIALEAH, FL 33014 DATE PHONE (305) 558-1103 FAX (305) 558-6665 FD T www.generalimpactcom 17-147 cu^SS a A WINDOWS Comas SoGrrra,E DRAWING No 11E7a1l11nN RATE I t1Ev. I% E:arJtDlM = ao ts-1a 1 � • a P.T. Enos ISAMAD I a SHEET 10 OF 18 EMBEDMENT .EE NOTE 9/ rn 00 tai z w w to 2"x T. . I WOOD BUCK 1 (SEE NOTE 8/1) WOOD SUBSTRATE ot!� w0 z w w w0 z 1 /4" 1 u�.v. I (SEE NOTE 1 INDICATED BELOW) X. SHIM 4'-0" MAX. I 49 3/16" MAX. FIXED PANEL WIDTH STEEL MEMBER BY OTHERS SHALL CONFORM TO A.R T V A-Snn a-ar z no STEEL MEMBER SUBSTRATE NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. 1/4" MAX. OPERABLE PANEL D.L.O. EE NOTE 1 INDICATED BELOW A OR 3 -0" MAX. 4.-0" .ME WIDTH (SEE NOTE 1 INDICATED BELOW) EXTERIOR SECTION C-C (OXXO) SCALE: 3/8"=1" EXTERIOR ,�.Q... ...... 'v,CE .. S< 11l0. 4 7� STATE F FZOR� P POURED • OR [*z:.. _ 0 z 1 1/4" SHIMw-4'-0" V'4 wMAX. MAX.31 x P.T. WOOD BUCK • (SEE NOTE 8/1) •••• • • POURED CONCRE•T-EZ �•••" CONCRETE BLUCK: ;'•,;• SUBSTRATE••;•; • 1/8" MINIMUM WALL T}jICKNE,SS '„• ALUMINUM ALLOY 604&T5 • • ML4M1 DADE COUNTY APPROVED • • • • , , MULLION (UNDER SEPARATE APPROVAL) • • • • rn w z �.,-^.•.-`a -inn r; a En A , 1.10 GEC:+'"12. ALUMINUM MULLION �vY1�LL�Yt 4 SUBSTRATE MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ®aot7 mTEco INC. FLORIDA 11000 HIGH IMPACT SLIDING GLASS DOOR DR''n 91, - , IL ECOim, TILLJT TESTMG t ENGDIi&0 COMPANY ISM N.W. 60.Sta1..T,!A(CflFl 3316ePhone 871 —,1531 GENE e—mail: tiltec09001.Com SEAL/SIGNATURE/DATE ES-0006719 WALTER A. TItLfT Jr.. P.E. �• trxnm FLORIDA Lic. 44167 _— _. 1 S •tn 1s i la • L. IS WEST ROAD 10 30/18 ® HIA L Ham. FL 33014 DATE DATE PHONE (305) 558-8103 FAX: (305) 558-6665 www.generalimpact.com 17-147 1DCPWS per DRAWING No GIF 1[V. tt. Gaww •AR %As 1 4 SHEET 11 OF18 MIN:v_ I no (2) Cn 0 O lal Z W W yi 2-x P.T.- C3 1� J WOOD BUCK (SEE NOTE 8/1) WOOD SUBSTRATE rn. Ci W Zi w En (2) 1/4" MAX. OPERABLE PANEL D.L.O. EE NOTE 1 INDICATED BELO% 1/4" 1 D.L.O. I ) �(2 2 OR 30 I I X. SHIM (SEE NOTE 1 INDICATED BELOW 4'-0" MAX. 4'-0" MA) 49 3/16" MAX. FIXED PANEL WIDTH FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A-500 A-653 OR A-36 W/ 12 GAGE MINIMUM WALL THICKNESS. w Z W w NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. POURED CONCRETE OR CONCRETE BLOCK REO-D. • MIN. LN11 EMBEDMENT . SEE NOTE 9/1`) / mill 1 /4" MAX. SHIM a N EXTERIOR 1 x P.T. WOOD BUCK (SEE NOTE 8/1) POURED CONCRETE1 SECTION C—C (O ) CONCRETE BLOCK SCALE: 3/8 "=1 " SUBSTRATE 49 1/4" MAX. OPERABLE PANEL MDT 1/8" MINIMUM WALL THICKNESS D.L.O. ALUMINUM ALLOY 6063-T5 ((SEE NOTE 1 INDICATED BELOW) MIAMI DADE COUNTY 11 4 $ APPROVED MUWON 1 31 [(UNDER SEPARATE APPROVAL) (2) v `f 6 1 10 12 otw� Lj w z° 4 AX/SHIM (SEE NOTE 1 DINDICATED BELOW) I MAX.4SHIM 49 3/16" MAX. FIXED PANEL WIDTH j 4'-0" MAX. 4'-0" MAX. 1 FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) STEEL MEMBER EXTERIOR ALUMINUM MULLION SUBSTRATE ,,,,, ,,",� SUBSTRATE ` " • f�� ».` 02017 TILTECO INC. SCALE: 3/8"1F 1 • �� •' • No.441 7 m EC O llNc. '] 7//, C� 'nwT TEsmo t ENGINEERING COMPANY »: ��++ y� 8353 N.W. 3Eth. SL. Ste. 305. VMNN GARDENS, Fl 33166 �3��9C s' ; Ph*- : (305)871-1530 . For : (305)871-1531 e-mail: tiltecoocol.com al��•(c'•�• � OR fD � '• � EB-0006719 ••y V'.CI,,..•.."' _t��\ •tl�► E. SEAL/SIGNATURE/DATE W FLLO IDA L1A. c. 44167.E •• • • •• PP mucT i r IMIAMI DARE COUNTY FLORIDA BUILDING CODE (High Velocity Humane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR I OOM 011 290 WEST 78 ROAD HM.EAH. FL 33014 PHONE: (305) 558-8103 FAX: (305) 558-6665 www.generalimpact.com 10/30/18 DATE 17-147 DRAWING No SHEET 12 OFT8 49 3/16" MAX. FIXED PANEL WIDTH -- MIN. , D.L.O. EDMENT 1 3 (SEE NOTE 1 INDICATED BELOW) SEE 9/1 °i 1 1 3 13 3 �' ` w ; z POURED CONCRETE OR w Z CONCRETE BLOCK REQ'D. w ----- - . . .......... L T ° w w INL . (2) 29 6 31 31 2 p 6 EE NOMEB9/f1) 2) Q 0 10 6 - 11 ^ w w= 6 10 12 an cavil .. 3" w ~o z -� (SEEN D.L.O. (2)29 OR 30 ° 2"x P.T. AX/SHIM 1 INDICATE BELOW) 1 /4" 000000 WOOD BUCK 1 4'-0" MA). 4'-0" MAX. MAX_ SHIM • • • • • •••• •••••• • 9 (SEE NOTE 8/1) 1/4" MAX. OPERABLE PANEL WID °• •• . • • • • . • • WOOD RAME WIDTH (SEE NOTE 1 INDICATEDBELOW ) 1 x P.T. WOOD BUCK • 0.0 0 0 0 e s SUBSTRATE EXTERIOR POURED (SEE NOTE 8/1) CONCRETE/ • • • • • • • • • • • • SECTION CC (XO1 CONCRETE BLOCK SUBSTRATE .••••• .... •. . . .. ' ••••• • ...... STEEL MEMBER BY OTHERS SCALE: 3/8"=1 " •••••• • • SHALL CONFORM TO • A.S.T.M. A-500 A-653 OR 1/8" MINIMUM WALL THICKNESS • • • • • • • • s • •. • • A-36 W/ 12 GAGE 49 3/16" MAX. FIXED PANEL WIDTH ALUMINUM ALLOY 6063-T5 ; ' ' • MINIMUM WALL THICKNESS. D.L.O. MIAMI DADE COUNTY APPROVED MULLION •' • • • • • • • • • • • • • • 3 (SEE NOTE 1 INDICATED BELOW) UNDER SEPARATE APPROVAL ( ) • • • • 8 11 31 31 3 3 ^ o t- L1zIF --- — — _ _ _ --Fn �o w z w 3(2).�1-- 1 0 �. 6 (2)(�0 NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. Wz 6 10 10 12 GI- Lj o LLJ 16 3" w MAX/SHIM (SEE NOTE 1 INDICATED BELOW) i C2 29 OR 1 4'-0" MAX. 4 -0" MAX. MAX. SHIM 49 1/4" MAX. OPERABLE PANEL WIDTH FRAME WIDTH (SEE NOTE 1 INDICATED BELOW STEEL MEMBER ALUMINUM MULLION SUBSTRATE" SUBSTRATE SECTION D- �t j 02017 TILTECO INC. SCALE: 3 .. No, 441 1 L 1E C O NC. ! TILLIT TESTING t ENGINEERING C011pANY Si�iE OF �""` 5355 H.N. 36th. SL. Ste. 305, VNiC M WtpEM. n 3316E Phw.: (305)871-1530 . I- : (305)871-1531 e-mail: tiltec00001.Com �On� '� •�� `�+ P.E. SEAL/SIGNATURE/DATE WALTER A. TILLIT Jr., P.E. �/A•,., ,t. A FLORIDA Lie. 44167 P ODU_C7P Ar ;l -Iti7S•GL & ' IMIAMI DARE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR °"""ki ALP. 290 WEST 78 ROAD 10/30/18 HIALEAH, FL 33014 DATE PHONE: (305) 558-8103 17-147 F(5) 558-6665GE 4R 1 AT IMPACT C.EASs a wINDOW3i `Ir" G1� as.S'o!t•tio�s DRAWING No Ev. No WNW"" om I Kv. N. 6ors11a1 ua 1 •{D 15-161 t s : a • b ►s ■N,• ftafmAa I A SHEET 13 OF 18 MIiMENT (SEE N 9/1) (2) 2'x 'P.T.-J WOOD BUCK�'� (SEE NOTE 8/1) WOOD SUBSTRATE o� w 0 1i0 z w W 1n (2) 1/4" K. SHIM STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A-500 A-653 OR A-36 W/ 12 GAGE MINIMUM WALL THICKNESS. o, 0LU 0 wZ w w w NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. D.L.O. NOTE 1 INDICATED D.L.O. (SEEN 1 INDICATED BELOW) I (2 29 OR 30 —0" MAX. 4'-0" MAX. /4" MAX. OPERABLE PANEL WID FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) EXTERIOR SECTION C-C (XX.� SCALE: 3/8"=1 " .,MIN. 0 �EHBEDNE)!T` (SEE NOTE 9/1) • > 0) W �O W Z I /4j Li twn MAX. SHIM e i 1 x P.T. WOOD BUCK (SEE NOTE 8/1) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE C®I POURED CONCRETE OR CONCRETE BLOCK REQ'D. 1/8" MINIMUM WALL THICKNESS D.L.O. ALUMINUM ALLOY 6063—T5 NOTE 1 INDICATED BELOW) MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 31 3 .w 0 — — — Z Li W N I 0 v 6 I�L`��'�T� 7 �1• _tea '�� r 0�4 1012Wwt LJ yI1/4" (SEE NDINDICATED BELOW)(229OR X. SHIM14'-0" 1IL MAX,4'-0" MAX. 49 1/4" MAX. OPERABLE MASHIM PANEL WIDTH— DY --FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) �,,} ��z = • f^z�! c °�'='�1 STEEL MEMBER ALUMINUM MULLION SUBSTRATE EXTERIOR ,'51 SUBSTRATE �" SECTION D- '' ''' MIAMI DADE COUNTY • •.. ' FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SCALE: 3/8"#�1 ; ' �, S' '•. �•.� • ' ; 02017 Timm INC. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR DRAWN BY: s� • NO. 41416 + 1 L E C O M.P. 10/30/18 290 WEST 78 7f — INC. ROAD DATE HIALEAH, • �': STATE OF : � TIUJT TESTING t ENGINEERING COMPANY 6355 N.W_ 361h. St. St.. 305. GAMMS. n 3318E Phm- FL 33014 PHONE (305) 558— FAX (305) 558-6665ssss GENE �0. : 4 : (305)071-1530 . Ems : (305)e71_1531 U'tec0000l.com www. eneramet.eom 17-147e-mail: MArACT G4A6S5 a w1N0Qw§ +��•••;/��pRr1�� %�s�(�• ••• •• '�.� P.E. SEAL/SIGNATURE/DATE EB-0006719 WALTER A TiLuT 'I7FeCGaiSoGrrio�s DRAWING No i4}' Jr.. P.E.�. FLORIDALic. 44167 No marrwll avc 1n. No uao.npl wrF 1 an 1S-1a Tab �•�•�_ _ _ __.r�• 1 : _ 1. • r •a ciao IwamlI SHEET 14 OF 18 3/16" MAX. FIXED PANEL EDMENT (SEE 9/1i rn . W LJo E,i z w w v (2) 9 07 w wZ w W _4 1/4" (2) 2 OR 30 2"x P.T. MAX. SHIM WOOD BUCK 1 -0" MAX I 4'-0' MAX. (SEE NOTE 8/1) FRAME WIDTH (SEE NOTE 1 INDICATED WOOD EXTERIOR SUBSTRATE SECTION C—C (OX* SCALE: 3/8"=1 " STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A-500 A-653 OR A-36 W/ 12 GAGE MINIMUM WALL THICKNESS. Ci wz 1/4" K. SHIM STEEL MEMBER SUBSTRATE NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. 3/16' MAX. FIXED PANEL -0" MAX S OR 30 1 1 I 4'-0' MAX. FRAME WIDTH (SEE NOTE 1 INDICATED EXTERIOR N D—D (OXX)a,�� A•i ' Y...i SCALE: 3/8"=1" �� ; •_ t��,t1 NO- -441 i STAIE V �.A•' �ORIDI � '�. � W or z w V1 YIN. deEalloli. (SEE NOiE 9/1) 2) Q POURED CONCRETE OR CONCRETE BLOCK REQ'D. �a E.Q. 10 0 6 16 • .w o� w0 z e W (SEE NOTE 1 INDICATED BELOW) 1/4" 4'-0" MAX. MAX -SHIM -49 1/4" MAX. OPERABLE PANEL WIDTH - 1 x P.T. WOOD BUCK (SEE NOTE 8/1) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE 1/8' MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063-T5 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 11 8 3 m Ld 0 z w w (SEE NOTE 1 1/4" 4'-0" MAX. M Snim 1/4" MAX. OPERABLE PANEL WIDTH„ ALUMINUM MULLION m .w Do I.i z w Li yt • • •••• •••••• •••••• •• •• •••••• • .... . ..... ...... .. . ..... •••• ur 10 d::.1.5 U M=i. D2A-- Proclul-t Cx72tol SUBSTRATE L MIAMI DADE COUNTY C2017 TILTECO INC. IL E C O .N.. TILLIT TESTING t ENGINEERING COMPANY 6355 N.W. 'M. SL. Sb. 305, NRpN1A aAf6)ENS, Fl 3]156 Ph.n.: (305)871-15]0 . Fez : (J0.5�71-1531 e—mail: hlteco0ool.com EB-0006719 SEAL/SIGNATURE/DATE WALTER A TILLIT Jr., P.E. FLORIDA Lic. 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR ° ur* k HIALEAH. FL 33014 WEXRE290 WEST 78 ROAD 10/30/18 DATE PHONE (305) 558-8103 17-147 DRAWING No V.�T, wFes"(305) 558-6665 ww.genemlimpaat.com IMPACT cawss a wlwoows � , Clear.S'olyd°°ss EY, e. I vcscwmN I wTt WW. N. 0CICwE•N W1E 1 6W iF-111 1 D x �. Ita RT. 11=1 g iwAl 4 SHEET 15 OF 18 MIN. MENT I (SEE 9/1 o Lj 0 z w w W v (2) W Lal 0 W W N 2'x P.T. WOOD BUCK (SEE NOTE 8/1) WOOD SUBSTRATE (2) , N, m ow w0 z w w yt 1/4" i- u.l.u. I X. SHIM (SEE NOTE 1 INDICATED BELOW) 4'-0" MAX. STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A-500 A-653 OR A-36 W/ 12 GAGE MINIMUM WALL THICKNESS. 3/16" MAX. FIXED PANEL 1/4" (SEE 31 il. . SHIM 4'-0' STEEL MEMBER SUBSTRATE NOTES: - 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHORS SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. BELOW) 3/16" MAX. FIXED PANEL 1/4" MAX. OPERABLE PANEL D.L.O. EE NOTE 1 INDICATED BEL05 4'-0" MAX. ---FRAME WIDTH (SEE NOTE 1 INDICATED EXTERIOR SECTION C-C (0_ XO) SCALE: 3/8"=1 " 1/4' MAX. OPERABLE PANEL D.L.O. EE NOTE 1 INDICATED BELOV 4'-0' MAX. WIDTH (SEE NOTE 1 INDICATED EXTERIOR ION D-D.t.. � SCALE: 3y >��Pti..• •..E i` � `^ •ti No. 4 16 a = STA OF a CONCRETE OR TE BLOCK REQ'D. POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE A WALL THICKNESS LOY 6063-TS :OUNTY APPROVED )ER SEPARATE APPROVAL) rn 00 Li z W w rn • •. • •.•.. • • *00 . •� • •••••• •..• • • • s ••• m w 0 0 PRODUrif TG `?E W z w Rw,atiop,'. ALUMINUM MULLION SUBSTRATE MIAMI DADE COUNTY ® 2017 TILTECO INC. M-ILIEC O Iigc. SILIJT TESTING t ENGINEERING COMPANY / W55 N.W. 360 St, St.. MS. NRGIMA GARDENS. n 33166 Phwe : (471-1530 . Fm : (305)871-1531 e—moil: tiltecoacol.com EB—OD06719 SEAL/SIGNATURE/DATE WALTER A. TILLIT Jr.. P.E. FLORIDA Lic. 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR I °kiM ur' .ID 13-181 s /.t BUM 290 WEST 78 ROAD HIALEAH. FL 33014 PHONE: (305) 558%103 FAX: (305) 558-6665 www.generalimpacLcom 10/30/18 DATE 17-147 DRAWING No SHEET 16 OFT8 D.L.O. NOTE 1 INDICATED %rrrrrrrr� � I \ 01 W 16 O O z W w W (N -� 2"x P.T. � WOOD BUCK (SEE NOTE 8/1) WOOD SUBSTRATE STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A-500 A-653 OR A-36 W/ 12 GAGE MINIMUM WALL THICKNESS. W 6 F 'r' z (2) w w\ N_ rn U.L.V. I (SEE NOTE 1 INDICATED BELOW) x/SHIM � (2) 29 OR 30 4'-0" MAX. 4'-0" MAX. 4'-0" 49 1/4" MAX. OPERABLE PANEL WIDT FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) EXTERIOR SECTION C-C 'xxxx) SCALE: 3/8"=1 " r D.L.O. (SEE NOTE 1 INDICATED BELOW) R _J 16 I . I 1 /4" D.L.O. SHIM (SEE NOTE 1 INDICATED BELOW) 1 4'-0" MAX. 49 1/4" MAX. OPERABLE PANEL WIDTH — STEEL MEMBER SUBSTRATE NOTES 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. -0" MAX. OR 30 I 4'-0" WIDTH (SEE NOTE 1 INDICATED BELOW) -- EXTERIOR I.IAlid . SCALE: 3/8"Ot' a% s i9 SEAL/SIGNATURE/DATE POURED CONCRETE OR CONCRETE BLOCK REO'D. i -0" MAX. 3 R -0" MAX. IA .P ..WN. P-- 1 6 1 Cn ' ' w Lj O wz 1/4" 1 N••.••• MAX. SHIM • • • • �. 6604 1 x P.T. WOOD BUCK • (SEE NOTE 8/1) " + r • • POURED CONCRETE/ '•••�• CONCRETE ROoC9 Vo 0. SUBSTRATE+.... s w .� 1/8" MINIMUM WALL • KNE S •• • AL UMINUM ALLOY 606 •$. • •• COUNTY APPR8VED' • • • •' • MU ONDER SEPARATE APPROVAL) • • • • W kMLAMIE, oz� a^ uj w M W to IO rn Ld � O w i \Z .{39'i.�r v�J'.l Jis y__. :7 F_"Kmzla w:. MAX. SHIM ALUMINUM MULLION SUBSTRATE MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 02017 TILTECo INC. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR Dwl'µP BY. T11L E C O 71LLR TESTING !ENGINEERING COMPANY 290 WEST 78 ROAD HULLEAH. FL 33014 PHONE (305) 558-8103 10/30/18 DATE 7_147 DRAWING No 8355 N.W. 381h. 51.. �.. 305, wRGiNIA GARDENS, n 33188 P1wr» : (305)071-1530 . FRx : (305)371-1531 e-mail: tiltec0000l.com EB-0006719 WALTER A TILLIT Jr., P.E. FLORIDA Lic. 44167 GENERAL. FAX. (305) 558-6665 www.generolimpoetcom IMPACT GRASS 8: WINDOWS `I� C*ars049 ion Rn• No I 000rtloN RATE REV. N• 10cor" DATE 1 2 RI. 18-1R1 I 1. • a ►.r. won 1ogWu 3 SHEET 17 OF 18 (2) #10 x 1" F.H. S.D.S. . SILICONE 22 (2) #10 x 1" F.N. S.D.S. CORNER CONNECTION AT FRAME HEAD AND SILL SCALE 1/4" = 1 " (2) #10 x 1 1/4" P.H. S.D.S Nim •" AND :M• RAIL •N OPEBMLE PAKU 21 (2) #10 x 1 1/4" P.N. S.D.S 11 zI (2) #10 x 1 1/4" P.H. S.D.S lia.•a..,� *I No. 441 7 �Iia5 1 STATE �•�/ •fie Z s (2) #10 x 1 1/4" P.H. S.D.S `_I 11 II 1 1 11, A31)CONT. SILICONE @111mlie (2) #10 x 1 1/4" P.H. S.D.S SCALE 1/4" = 1" C 2017 TILTECO INC. IL EC01N�. TILLrT 7WnNG ! ENGINEERING OOMPANY / 5= N.W. 36th. SL. St. 3a5, V"MIA GA "NS, FI 33166 /// Ph*..: (305)071-1530 . Fm : (305)071-1531 e-mail: tilteC00001.Com ES-0006719 SEAL/SIGNATURE/DATE WALTER AA- nLLrr jr. P.E. • • •••• •••••• •••••• •• •• •••••• • •••• • ••••• •••••• •• • ••••• •• •• • •• •••••• • • • •• • •••••• PROD ;C- F RENTEIMETTI asc 4,lv q 31i-At13o McHda By M�/'�_ IMIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR DR'Y Or: 290 WEST 78 ROAD 10/ 30/ 15 DATE NW.EAH, FL. 33014 PHONE (305) 558-8103 17-147 GENER A� FAX: (305) pactco65 www.generalimpactcom ulArwcT cuss a wltvoows `'gym sue+ DRAWING No tv. NO OElcl•►t10N EA1T ear. VA txx16n16N DATE 1 qD 16-1e 1 3 : SKEET 18 OF 18 MIAM1. E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (78b� 3 L.5-2599 NOTICE OF ACCEPTANCE (NOA) www.mi&midade,*g@v/&eAnomv . •.. �. General Impact Glass & Windows, Corp. .' •. 290 West 78" Road Hialeah, FL 33014 0 0 ...... .... . SCOPE: ...... .. . ..... • ..... This NOA is being issued under the applicable rules and regulations governing " *;u a of &nWetion ...... materials. The documentation submitted has been reviewed and accepted by Miaxi4ilade County-RER - • Product Control Section to be used in Miami Dade County and other areas where allowed by thp•4utl1ority • • • • • • Having Jurisdiction (AHJ). 009 • • • .. • •..• 0 • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Obntrol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "18000 High Impact" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 17-150, titled "Series 18000 High Impact Horizontal Sliding Window - Large Missile Impact Resistant", sheets 1 through 14 of 14, dated 08/08/17, with revision #1 dated 08/08/17, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer`s name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 17-1102.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. NOA No. 19-0911.06 MIAMI-DADE COUNTY 2 . Expiration Date: 10/21/2024 f 10�03��1 Approval Date: 10/03/2019 Page 1 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S .00 0 0 0 • ..•..... .. ' A. DRAWINGS .. 1. Manufacturer's die drawings and sections. (Submitted under AW;0009-0806.03) 2. Drawing No. 17-150, titled "Series 18000 High Impact Horizontff Ming `Qdirukuv - Large Missile Impact Resistant", sheets 1 through 14 of 14, datg4 bK/98/17 owith revision #1 dated 08/08/17, prepared by Tilteco, Inc., signed ands2aldd by jh tef A. Tillit, Jr., P.E. • • • • • • • •• • B. TESTS 00 0 0000 .. • •.•• 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 0000 • 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 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5954, dated 07/10/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA#09-0806.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 06/23/09, and updated on 06/04/15 to comply with FBC-5th Edition (2014), prepared by Tilteco, Inc., signed, sealed by Walter A. Tillit, Jr., P.E. (Submitted partially under NOA#09-0806.03) 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. NOA No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. NOA No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-6th Edition (2017), dated August 08, 2017, issued by Tilteco, Inc., signed and sealed signed and sealed by Walter A. Tillit, Jr., P.E. Sifang Zhao, P.E. Product Control Examiner NOA No. 19-0911.006 Expiration Date: 10/21/2024 Approval Date: 10/03/2019 E-1 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 0000000 2. Statement letter of no financial interest, dated July 27, 2009, issued:by Til„Inc., �,' signed and sealed by Walter A. Tillit, Jr., P.E.(Submitted under X0A#09-A4W..9;) ....:. 3. Laboratory compliance letter for Test Report No. FTL-3388, l by Fenestration;��,,; Testing Laboratory, Inc., dated 09/05/02, signed and sealed by Jv�1sh.Chan4 P.O. ' (Submitted under NOA# 03-0314.07) ...... .. . ..... .. .. . .. ...... G. OTHERS 1. Notice of Acceptance No. 15-0624.01, issued to General Impac;Glas; & MftdoNs, • • • •' • Corp. for their Series "18000 High Impact" Aluminum Horizontal Sliding Winao* w — : • • • • .. . .... L.M.I., approved on 10/01/15 and expiring on 10/21/19. •....• 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. NOA No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, clear and color PVB Glass Interlayer" dated 01/18/18, expiring on 07/08/24. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-61h Edition (2017), dated August 23, 2019, issued by Tilteco, Inc., signed and sealed signed and sealed by Walter A. Tillit, Jr., P.E. G. OTHERS 1. Notice of Acceptance No. 17-1102.11, issued to General Impact Glass & Windows, Corp. for their Series "18000 High Impact" Aluminum Horizontal Sliding Window — L.M.I., approved on 12/28/17 and expiring on 10/21/19. Bang Zhao, P.E. Product Control Examiner NOA No. 19-0911.006 Expiration Date: 10/21/2024 Approval Date: 10/03/2019 E-2 GENERAL NOTES: SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (MIAMI DADE/BROWARD COUNTIES) DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODES, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS hM USED IN THEIR ANALYSIS. ANCHOR'S SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. THIS WINDOW'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203, PER FENESTRATION TESTING LABORATORY REPORT # 5954 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 OF THE FLORIDA BUILDING CODE. 2. MAXIMUM A. . . DESIGN PRESSURE RATINGS OR THESE WINDOWS SHALL BE AS SHOWN ON 12 S E 12 CH DULE 1 MAXIMUM A C 0 SPACING SHALL BE S PER SC DUE 2 SHEET 3. 4. THIS SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, IS APPROVED FOR AIR AND WATE INFILTRATION (SEE SCHEDULE 1-ON SHEET 12) 5. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL COMPLY WITH SECTIONS 2411.4.1, 241 1.4.2 OF THE FLORIDA BUILDING CODE. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA BUILDING CODE WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE WITH G = 0.55, AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF THE FLORIDA BUILDING CODE. PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 19-0911.06 Expiration Date 10/21/2024 By Miami -Dade Product Control P20DU(.T RE VISED "• cen:P;;,ing �.iC; the Plowda Buifrisag Coct� 8y 19 Ql MIAMI-DADE COUNTY 9. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. i (A) TO EXISTING POURED CONCRETE: (MIN. VC = 3192 PSI), MIN. EDGE DISTANCE (E.D.) = 2 1/2". - 1/4"4 TAPCON ANCHORS 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT 2@), THRU " 1 P.T. WOOD BUCK. (B) TO EXISTING A.S.T.M. C-90 CONCRETE BLOCK WALL. MIN. EDGE DISTANCE (E.D.) = 2 1/2". s - 1/4"0 TAPCON ANCHORS W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. " (COMPONENT 0, THRU 1 P.T. WOOD BUCK. (C) TO EXISTING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) = 1 ". ; • • • • • ...... • • - 1/4"0-14 TEK SCREW W/ 1 1/2" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. " • •• .• (COMPONENT 2�), 090000 •• ••••�• (D) TO EXISTING MIN. )b" THICK ALJMINUM MULLION (6063-T5 ALLOY), MIN. EDGE DISTANCE (E.D.-•1fP". - 1 /4" 0-14x3/4"(MIN.) TEK SCREW, AS • MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT 2@ ;..... ; "' • (E) TO EXISTING MIN. 12 GAGE (0.106") STEEL MEMBER (ASTM A-500, A-653 OR A-36), MIN. EDGE DISTANCj:. %I:.j = 1 • • • • • • • • • • • 1/4"0-140/4"(MIN.) TEK SCREW, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT 26 """ .•��••• 10. PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (TYP.). •• ...... • • . . 11. REMAINING COMPONENTS FOR THIS SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MSSItE IMPPCf o RESISTANT, . • • • • • • SHALL BE AS INDICATED ON BILL OF MATERIALS, ON SHEET 3 OF THIS DRAWING. ... 12. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, MANUFACTURER LABEL SHALL BE -PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERAL IMPACT GLASS AND WINDOWS, CORP. HIALEAH, FLORIDA MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. 3. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. W THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. W 441 r itV �ss�D A I Fr1�\Ar' P.E.fNtii(f FbRf&TE FTHIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 02017 TILTECO INC. IM-c0'II,' TRLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361h. SL, Ste. 305. MRGM GARDENS, n 33166 Ph-.: (305)671-1530 . fax : (305)871-1931 e-mail: tilteco®aol.com EB-0006719 WALTER A TILLIT Jr., P.E. FLORIDA Lie. 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 18000 HIGH IMPACT HORIZONTAL SLIDING WINDO LARGE MISSILE IMPACT RESISTANT DRAWN eY: LC. 290 WEST 78 ROAD 08/08/17 HIALEAH, FL 33014 DATE PHONE: (305) 558-8103 FAX: (305) 558-6665 ENER A 7 • .crCAASSaWINDOWS www.generalimpact.com 17-150 C,&arSvGdzon DRAWING No DevormN DA1E REV. N. D6Cq�P00N GATE OLD is -tea n a SHEET 1 OF 14 FRAME HEAD 6063—T6 ALLOY & TEMPER © H.D. VENT MEETING STILE 6063—T6 ALLOY & TEMPER 11 SILL RISER 6063—T6 ALLOY & TEMPER 0 FRAME SILL 6063—T6 ALLOY & TEMPER ® ALUM. INSERT BAR FOR 6 6063—T6 ALLOY & TEMPER 12 VENT LATCH 6063—T6 ALLOY & TEMPER 4" LONG 0. FRAME JAMB 6063—T6 ALLOY & TEMPER 7� TOP AND BOTTOM RAIL 6063—T6 ALLOY & TEMPER PRODUCT RENEWED as complying with the Florida Building Code NOA—No. 19-0911.06 Expiration Date 110/21/2024 By (/ d Miami -Dade Product Control COMPONENTS SCALE 3/4a=1" lloillil A. o.2so• a %ki r.920W000"* m N ; 0.040•. ® COLONIAL MUNTIN 6063—T6 ALLOY & TEMPER ® JAMB STILE 6063—T6 ALLOY & TEMPER �5 FIXED MEETING STILE 6063—T6 ALLOY & TEMPER 78- ® GLAZING BEAD FOR 7/16" GLASS 6063—T6 ALLOY & TEMPER O\� \v�•e V f. -'. 02017 TILTECO INC. PRODUCT REVISED as complying 1vith the Florida ��: 44 a /+$LldingCcde '� C O r Acceplance !�o p , " ` ; 1Ne. TILLIT Hx�i� 'gin fflate 019 ' l./� • �! TESTING SC ENGINEERING COMPANY 6355 N.W. 36th. SL, Ste. 305. VRGHA GU7 0M Fl 33166 Phone : (305)071-153a : (3a5)87t-1531 _ SLR.. F�ORIQp,' •• �\ • • 1 .fax e—mail: tilteco®ool.com EB-0006719 WALTER A. TIWT Jr., P.E. FLORIDA Lie. 44167 ✓on ru MIAMI-DADE COUNTY _ •ES�jl4S�(GN _ ® ALUM. jjgSE T BA ;; • FOR 5 6063—T6 AI•L-D •3e TEMAR 646• 0.06 • 0.1 o 0 4' m o c 0 .103• 10 SILL TRACK INSERT 6063—T6 ALLOY & TEMPER FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 18000 HIGH IMPACT HORIZONTAL SLIDING IMNDO DRAWN 8Y: LARGE MISSILE IMPACT RESISTANT L.C. 290 WEST 78 ROAD aria HIALEAH. FL 33014 PHONE: (305) 558-8103 : ENER A T " FAX: (305) 558-6665 APACT GLASS a: WINDOWS WWW9erief011mPact.COm Clacr Snlutm�t 08/08/17 DATE 17_150 DRAWING No omovitaN mr. ay. m. oesow wt, oA,E ato ,a -tea /a/t a SHEET 2 OF 14 BILL OF MATERIALS ITEM QUANTITY DESCRIPTION MATERIAL 1 1 FRAME HEAD 6063-T6 2 1 FRAME SILL 6063-T6 3 2 FRAME JAMB 6063-T6 4 COLONIAL MUNTIN (OPTIONAL) 6063-T6 5 __1Z VENT FIXED MEETING STILE 6063-T6 5A 1/ BAR ALUMINUM BAR INSERT FORD 6063-T6 6 1/ VENT H.D. VENT MEETING STILE 6063-T6 6A 1/ BAR ALUMINUM BAR INSERT FOR© 6063-T6 7 2/ VENT TOP AND BOTTOM RAIL 6063-T6 8 1/ VENT JAMB STILE 6063-T6 9A AS READ. GLAZING BEAD FOR 7/16" GLASS 6063-T6 10 1 SILL TRACK INSERT 6063-T6 11 AS READ, SILL RISER 12 2/ VENT VENT LATCH AT 9 1/2" FROM ENDS, 3" LONG 13 1/ LATCH VENT LATCH SPRING ST. STEEL BUMPON SPACER, 1/4" DIAMETER HALF SPHERE, CLEAR. 14 3" FROM CORNERS MAX. AND 12" O.C. (MAX.), AT MID -GLASS BITE SILICONE ELEVATION BY FRANK LOWE RUBBEL AND GASKET FLB-28 CLEAR. 15 AS READ. FRAME/VENT ASSEMBLY SCREWS, #8 x 1" P.H. SMS, CRS -- 16 2/ VENT FRAME SILL SCREWS CONNECTING TO@, #8 x 3 1/2" P.H. SMS, CRS -- 17 AS READ. VENT & FIX. RAIL W'STRIPPING, AMESBURY OR EQUIV. 18 AS READ. FRAME W'STRIPPING, AMESBURY OR EQUIV, 19 2 BAFFLE, M & M PLASTICS 20 2/ BAFFLE BAFFLE SCREW, #8 x 1/2" F.H. SMS 21 AS REQD. GLAZING BULB VINYL NEOPRENE 22 4/ VENT ROLLER HOUSING & GUIDE CELCON 23 2/ VENT ROLLER BRASS/ST. ST. 24 2/ VENT ROLLER PIN ST. STEEL 25 ANCHORS, 1/4"o TAPCON F.H. ANCHOR, ITW BUILDEX, INC. STEEL 26 ANCHORS, 1/4"o -14 TEK SCREW ITW BUILDEX, INC. TO WOOD BUCK, ALUMINUM OR STEEL MEMBER. STEEL 27 DOW CORNING 795 STRUCT. SILICONE 28 SEALANT: DOW CORNING WHITE SILICONE OR EQUAL AT FRAME ALL AROUND (EXTERIOR & INTERIOR) SILICONE 7/16" NOMINAL (0.444" OVERALL) LAMINATED GLASS WITH (1) 3/16" HEAT 29A STRENGTHENED GLASS + A 0.090" BUTACITEe PVB INTERLAYER BY KURARAY LAMINATED GLASS AMERICA, INC. + (1) 3/16" HEAT STRENGTHENED GLASS. 7/16" NOMINAL (0.444" OVERALL) LAMINATED GLASS WITH (1) 3/16" HEAT 29B STRENGTHENED GLASS + A 0.090" SENTRYGLAS• INTERLAYER BY KURARAY LAMINATED GLASS AMERICA, INC. + (1) 3/16" HEAT STRENGTHENED GLASS. 30 (1) EACH 1 "xl "x3" LONG WEEP HOLE RETICULATED FOAM GASKET, MODEL 10PPI, BY FILTER FOAM WEEP HOLE FRANK LOWE RUBBER & GASKET CO. PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 19-0911.06 Expiration Date 10/21/2024 By C/ PRODUCT 26VISRD , compiprg tviffi the Florid:: Building Cod- Acceptance No O • � �'� Exp.n ion Dare O LiFil:ini D - f0' ttt.. Miami -Dade Product Control I MIAMI-DARE COUNTY GLAZING DETAIL FOR SCALE 3/4" = 1 " A. �� . ': iGEN.c::•.. d 02017 TILTECO INC. No, 44167 , /T1LrEC0,Nc. F� [@' t TILLIT TESTING h ENGINEERING COMPANY (V 4 6355 N.W. 36u, SL Ste. 305. VIRGWIA GARDENS, F1 331. —• 0� • `0 :.•�:1 1t Ph— : (305)171-153a .Fax : {305�71-1531 �s • �� et a -moil: tiltec0000Lcom r1 E13-0006719 WALTER A TILUT Jr., P.E. jURE1bATE FLORIDA Lic. 44167 GLAZING DETAIL FOR 9c 6 SCALE 3/4" = 1" FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOVY oRAwN ay: LARGE MISSILE IMPACT RESISTANT L.C. 290 WEST 78 ROAD 08/08/17 HIALEAH, FL 33014 DATE PHONE: (305) 558-8103 FAX: (305) 558-6665 www.generalimpact.com 17-150 &CT]VI Tie C*VANDOWS as,SoGstion DRAWING No DESCRrTm 6A1F REV. N. DESau"M OAtE txn lrtw a/a/1 3 SHEET 3 OF 14 ELEVATION FOR XOX WINDOW SCALE 1 "=1 '-0 PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 19-0911.06 Expiration Date 10/21/2024 By Miami -Dade Product Control 1?C%sUCi REVISED `�� 02017 TILTECO INC. ' S.as Lamglying with ilia FloAda fc�©� �41 Acepttro �T�lECO oil TILUT TESTING R ENGINEERING COMPANY 6355 N.W. 38M. St, 5N. J05, V1RGM GAROM. R 3310 y = �• , �(/ �i` Pho : (3471-t530 . Fox : (305)871-1531 Mi1Z•e 1 D 'tcunct 0Siliro V OR.. •r,•',! e-mail: tiltecoocol.com EB-0006719 MIAMI-DADE COUNTY I p ES��6tP*gYUREIDATE I W�RORIOAA LiLa�44i si E. LI CABLE Z MAY BE DIFFERENT FROM EACH OTHER SHALL BE SUCH THAT (2)w1 + w2 DOES :D MAXIMUM FRAME WIDTH INDICATED ON # 1 (SHEET 12). LY, DAYLIGHT OPENINGS "a" AND "c", Y w1 AND w2 SHALL BE SUCH THAT 1AYLIGHT OPENINGS VALUES INDICATED ON #1 (SHEET 12) ARE NOT EXCEEDED. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 18000 HIGH IMPACT HORIZONTAL SLIDING WINDO DRAWN BY: LARGE MISSILE IMPACT RESISTANT LC 290 WEST 78 ROAD 08/08/17 HIA WALLAH, FL 33014 DATE 7u PHONE: (305) 558-8103 EiR A 7 " a WINObWS Solution FAX: (305) Safi www•generalimpact.com t.com 17-150 DRAWING No SHEET 4 OF 14 TYPICAL EXTERIOR ELEVATION FOR XO (SHOWN) OR OX SIMILAR) WINDOW SCALE 1 "=1 '-0 (2) 1 3/4"xl/4" HIGH WEEP HOLE AT 3 1/4" FROM ENDS AND ONE AT MIDSP/ PRODUCT REVISED as compiy2rg wish the Florida Building Cafe Acceptance No — O'L • f Fv7: I?frw b Zo j g By Al. DdvCIuc4",,, MIAMI-DADE COUNTY 44167 OR _ A� RE16ATE SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) *NOTE: wl AND w2 MAY BE DIFFERENT FROM EACF?6OTMER BUT THEY SHALL BE SUCH THAT (2)wl + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "a" AND "c CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. AS APPLICABLE ® 2017 TILTECO INC. IL E C O INc. TILLIT TESTING rt ENGINEERING COMPANY 6355 N-W. 36th. SL, St.. 305, VIR jA pARDENS, FI 33186 Phone : (305) 71-1530 . Fov : (J05)871_1531 e-mail: tiltec0000l.com EB-ON6719 WALTER A. TILUT Jr., P.E. FLORIDA tic. 44167 PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 19-0911.06 Expiration Daatte10/21/2024 By Miami -Dade Product Control FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 18000 HIGH IMPACT HORIZONTAL SLIDING WINDO DRAWN BY: LARGE MISSILE IMPACT RESISTANT Lc. 290 WEST 78 ROAD 08/08/17 HIALEAH, FL 33014 DATE PHONE: (305) 558-8103 ENEi2 A T • FAX: (305) 558-6665 .c7 e.U.ss a win7opw6 www.9eneralimpact,com 17-150 Fs Cf<arSolutivn DRAWING No 6CSCprTi6N ale atv N. 0csu6rltoH d,>E ow 11-IM /06/17 3 SHEET 5 OF 14 EXISTING La N 1n z z 0 1h O W 0LjLj J � 0 W W 0 S U W v) w W 41 W F o J U p w 2 X W SEE SCHEDULE #2 ON SHEET 12 NOTE 9/1) 1 (SEE NOTE 9/1) WOOD BUCK SEE NOTE adue� POURED CONCRETE OR CONCRETE BLOCK REQ'D 1"x P.T. E.D. WOOD BUCK __ (SEE NOTE SEE NOTE 8/1 F w C z O O 1n 6z 0 J x Dt i Li J W 0 VI .00 W N v W w 1- s �`^ w W W MIN. 1"x P.T. WOOD BUCK E.D. NOTE SEE SCHEDULE #2 ON SHEET 12 �rn ) o w wz zW _W " WEEP NOTCH AT ENDS 0 N !� O � F w� Lm � 3/8" WEEP NOTCH AT ENDS SEE NOTE 8/1 mw W 0 Q Mz 2 9 POURED CONCRETE OR W N W to CONCRETE BLOCK REQ'D. v Z to MIN, O ® ONE SHEET 12 SCHEDULE #2 (SEE NOTE 9/1) (SEE NOTE 9/1) EMBEDMENT # SECTION A -A (TO POURED CON;�OR 2"x P.T. (SEE NOTE 9 SEE SCHEDULE 2 WOOD BUCK ON SHEET 12 SEE NOTE s/t PRODUCT RENEWED CONCRETE BLOCido, N. TILIJI "-� EXISTING /as complying with the Florida SCALE: 1/z"=t' �4 Building Code ` �`. STRUCTURE E.D. E.D. NOA-No. 1"911.06 PRODEICI'REVISED \\�o^�' 'o (SEE NOTE 9/1) (SEE NOTE 9/1) to :ompTying w:L`t the Florida `\ �y i 61 F�tpiration Date 10/21/2024 g IIlding Ca& 44 1 B SECTION A -A Miami -Dade Product Control TO WOOD *SEE SCHEDULE #1 ON SHEET 12 SCALE: 1/2.-1• aCiContro. "Tv•' F��R�yr,• ��t li MIAMI-DADE COUNTY P. .1�EQlt/3Kn111t11 eiF SEE SCHEDULE #2 0 ON SHEET 12 W E.D. :2 z (SEE NOTE 9/1) E.D. MIAMI DADE COUNTY z w SEE NOTE 9/1 APPROVED MULLION i� N F (UNDER SEPARATE APPROVAL) 1/8' MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063-T5 _jj in uzi 04 O X Q ••• O p it artR SECTION A -A (TO ALUMINUM _MULLION1 SCALE: 1/2"=I' E.D. (SEE NOTE 9/1) • .... ...... .... . ..... .. .. . . ...... • • • • • •000 •• • ••• • • ••• i E.D. (SEE NOTE 9/1) rn SEE SCHEDULE #2 11 STEEL MEMBER BY OTHERS SHALL a W I ON SHEET 12 I �fCONFORM TO A.S.T.M. A-500 A-653 m 0 r OR A-36 W/ 12 GAGE (0.106') w z MINIMUM WALL THICKNESS. zW _ 2 to 1n IN • 4 o II 11 A-I I� I� 9 t SECTION A -A (TO STEEL MEMBER SCALE 1/2' i" FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 02017 TILTECO INC. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW DRAWN BY: } LARGE MISSILE IMPACT RESISTANT L.C. IL EC O ,Nc. 0s 06 1 290 WEST 78 ROAD / / 7 n;MUHIALEAH, FL 33014 DATE TIWT TESTING rt ENGINEERING COMPANY PHONE: (305) 558-8103 6355 N.W. 36M. SL. St . 30.5, wRGINN GARDENS. Fl 33168 FAX: (305) 558-6665 Pt—. Phe : (305)871-1530 . F..: (305)871-1531 GENEREiL www.generalimpact.com 17-150 e—mail: tilteco0col.com 11"UFACr GAA56 a WINDOWS EB-0006719 Tr" GYear Solusmn DRAWING No WALTER A TIWT Jr., P.E. r". No I I "n Rev. N. BESCOnOM are FLORIDA Lic. "167 tit3 _I A SHEET 6 OF 14 W EXISTING I E.D. NOTE 'E9 EMBEDMENT MIN. 2'x P.T. SEE NOTE 9 WOOD BUCK SEE NOTE 8/1 EXISTING STRUCTURE E.D. (SEE NOTE 9/1 SECTION B—B TO WOOD SCALE 1/2-=1- SEE SCHEDULE #2 POURED CONCRETE ON SHEET 12 CONCRETE BLOCK I E.D. NOTE 9/11 t.u. WOOD' BUCK (SEE NOTE 9/1 2"x P.T. SEE NOTE 8/1 -WOOD BUCK SEE NOTE 8/1 to Cn N Ld w N w 0 N 0 Z 0 Z 0 J 0 w n0 Ld LLJ 0 = 0 V) w W w L w x c� w x w Z 9 tl MIN. IN P.T. WOOD BUCK SEE NOTE 8/1 WEEP NOTCH AT ENDS POURED CONCRETE OR 1 CONCRETE BLOCK REQ'D. in c=it 0 ®SEE SCHEDULE ON#2 SHEET 12 (SEE NOTE 9/1 SECTION IN SEE SCHEDULE #2 B—B (TO PO_UK tU L;L. ON SHEET 12 CONCRETE BLOCK) PRODUCT RENEWED SCALE; 1/2"-1" /,as complying with the Florida Building Code E.D. NOTE 9/1) NOA-No. 19-0911.06 PRODUCT R.EVIS6D Expiration Date 10/21/2024 E' cemplyfng :with the Flocdd;. Building Code Acceptance Na 7 - I By Miami -Dade Product Control aD e :z-v% *SEE SCHEDULE #1 ON SHEET 12 aY 11'FJ�: +�" ttcF CQrtYO[ MIAMI-DADE COUNTY E.D. NOTE 9 NOTE 9/1 SEE SCHEDULE #2 ON SHEET 12 (SEE NOTE 9/1) M x W N to d WEEP NOTCH AT ENDS _g O = x) 0 N O Q MIN. EMBEDMENT (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12 (SEE NOTE 9/1) (SEE NOTE 9/1)IOVEDEMULLION MIN.EMBEDMENT (UNDER SEPARATE APPROVAL) (SEE NOTE 9/1) — 1/8- MINIMUM WALL THICKNESS — J ALUMINUM ALLOY 6063-T5 in N 1 N O X 0 7 LLI � 9 I• • OR II II SECTION B—B •••••• (TO ALUMINUM MULLION) SCALE. 1/2-=1" • • • Z w� Lu ow M z w Z w _w M cr _O Of W E.D. E.D. (TO STEEL MEMBER) oiii'��• . �1��'� SCALE: 1/2,=1• : 02017 TILTECO INC. No, 44167 , MILECOINC. TiLUT TESTING & ENGINEERING COMPANY O • lL:. �/ S4 6355 N.W. ; ( St. Sc 305, Vi2GDAA CFRDEl19. n 33166 TTT••• i Ph-- : (JOSb7f-1570 53, .•'� �i `� t e-mail: tilteco®aol.com EB-0006719 WALTER A TIWT Jr., P.E. P. sS : U EIDATE FLORIDA Lie. 44167 >T' STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A-500 A-653 OR A-36 W/ 12 GAGE (0.106") —�� MINIMUM WALL THICKNESS. x FLORIDA BUILDING CODE (High Velocity Hurricane Zone) S 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: L.C. 290 WEST 78 ROAD 08/08/17 HIALEAH. FL 33014 DATE PHONE. (305) 550-8103 Fes'(�5) 558-6665GRATEmpact.com " —150www.generali aE.c,NcusEs a wnaaows `� C�/9oGssmn DRAWING No OOCfOf•IION DATE REV. Ra MSC07= I DATE OlD 13—tEt DE/D3/t7 3 SHEET 7 OF 14 ED. (SEE NOTE 9/1 E.D. (SEE NOTE 9/1 SEE SCHEDULE2 ON SHEET 12. 0.25" MIN. 3DME NOTE 2"x P.T. --" WOOD BUCK (SEE NOTE 8/1) STEEL MEMBER BY 4" OTHERS SHALL CONFORM TO A.S.T.M. A-500 A-653 OR A-36 W/ 12 GAGE THICK' MINIMUM WALL THICKNESS. V I E.D. (SEE NOTE 9/1) MIN. I EMBEDMENT I (SEE NOTE 9/1) (SEE NOTE 9/1) P J ® SEE SCHEDULE #2 ON SHEET 12. 0.25" "a" MAX. D.L.O. SCHEDULE N1 ON SHEET W I * (SEE NOTE ON SHEET "a" MAX. D.L.O. SCHEDULE 11 ON SHEET 1 W1* (SEE NOTE ON SHEET *SEE SCHEDULE #1 ON SHEET 12 PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 19-0911.06 Expiration Date 10/21/2024 By Lam' C/ Miami -Dade Product Control "c" MAX. D.L.O. (SEE SCHEDULE #I ON SHEET 12) w2* (SEE NOTE ON SHEET 4) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 1 EXTERIOR "c" MAX. D.L.O. (SEE SCHEDULE 11 ON SHEET 12) w2* (SEE NOTE ON SHEET 4) MAX. FRAME WIDTH (SEE SCHEDULE 11 ON SHEET 1 EXTERIOR CTIONS C- SCALE 1/2*.011 PRODUCT REVISED as complyi.g wish II._e F!nri i_, i Building Code Acceptance. No - 0 2 bon Dfitc zo f C( A I flfiia�i D roQ�ct Cort_c. MIAMI-DADE COUNTY "a" MAX. D.L.O. SCHEDULE #1 ON SHEET 1 w1* (SEE NOTE ON SHEET 4) "a" MAX D.L.O. SCHEDULE #1 ON SHEET W1* NOTE ON SHEET 4) S y 44167 02017 TILTECO INC. 1 ME C 0.... TILUT TESTING (•'. ,•• p y • �� ,! & ENGINEERING COMPANY 8355 N.W. 36th. SL, Sta 305, MRGNM GARDENS, n 33168 •• C ph-' : (MS)871-1530 . I- ; (305)871-1531 e-mail: ulteeoccol.com F P.E'.4E;AT'E EE-0006719 WALTER A. TILLIT Jr., P.E. FLORIDA Lie. 44167 1 " x P.T. 0.25" WOOD BUCK )(. HIM (SEE NOTE 8/1) SEE SCHEDULE #2 �J ON SHEET 12. E.D. (SEE NOTE 9/1) e � e MIN. - EMBEDMENT • SEE NOTE 9/1 . • • �D. • • • tSEE r1 TE 9/1' • • ;.C` • goose • o *••o g •• o •••egg .e o• •• • • POURED CON96&WeG1R • CONCRETE BL:)CK'W4-L REG" • . e . • • • • MIAMI DADE COtN�iTY o • • g e • APPROVED MULLION •• • 0.25' (UNDER SEPARATE APPROVAL) X. SHIM 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063-T5 rn I ED. I II(SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. II(SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 18000 HIGH IMPACT HORIZONTAL SLIDING MNDO LARGE MISSILE IMPACT RESISTANT DRAWN BY: LC. 290 WEST 78 ROAD 08/08/17 HIALEAH. FL 33014 S,Cr DATE PHONE: (305) 558-8103 FAX: Fes' (305) 558-6665 EWER A T .0 ASS a WINDOWS 17-150 rsc Char-s-&rron DRAWING No txxE•rIo11 Dt16 Ev. R. OEXofrGe M7E oLD 1!-Iat /f 7 A SHEET 8 OF 14 � ` ' | ' ! ON SHEET 16. WOOD BUCK MAX. SHIM MAX. SHIM SEE SCHEDULE #2 ON SHEET 12. 9 OR ?C; 'FD ' 21 _(SE_ '-- —` EMBEDMENT .° °i°°�° / 2"x P.T.-' �W Wvvu ounx �= `�^ '~'^ p`/HEET12) °°°°° (SEE SCHEDULE #1 ON SHEET 12) SEE SCHEDULE 000000 00 °°�~°° °°°°°° wl* (SEE NOTE ON SHEET 4-) w2* (SEE NOTE ON SHEET 4) wl* (SEE NOTE ON SHEET 4) 000000° ° � ° STEEL MEMBER BY ' ...^~.~.....^"" °p°°°° OTHERS SHALL CONFORM TO��CONCRETE ° ��°°°0 --.'_-.. - ° _ . .~ .' .2 GAGE— THICKNESS.(0.106') MINIMUM WALL ^' i APPROVED MULLION 0.25' 0.25" (UNDER SEPARATE APPROVAL) ! ) "MAXSHIM . E.D. / ` ALUMINUM ALLOY 6063—T5 | (SEE NOTE ' ` | EMBEDMENT PT 9 MIN. 9 { SEE SCHEDULE i � ^~ � i /l ` MENT _/ �� _ SHEET ..^ \~ . ` i � � C MAX. D.L.O. (SEE SCHEDULE #1 ON SHEET 12) wl* (SEE NOTE ON SHEET 4) W2* (SEE NOTE ON SHEET 4) wl* (SEE NOTE ON SHEET 4) MAX. FRAME WIDTH (SEE SCHEDULE ji ON SHEET 12) EXTERIOR SEE SCHEDULE #1 ON SHEET 12 SECTIONS D-DOPI | PRODUCT RENEWED PRODUCTREVISED N 02017 TILTECO INC. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING MNWIA N, DRAWN BY: ~FLORIDA BUILDING CODE (High Velocity Hurricane as complying with the Florida 89 cow -plying �vi!h the Fir. -Ida 4 4,4167 LARGE MISSILE IMPACT RESISTANT L.C. .~~.g~~~~ ` �� | Expiration Date 1012112024 TILUT TESTING & ENGINEERING Exp / BY Miami -Dade Product Control / ' SEE SCHEDULE #2 ON SHEET 16. 0.25" (SEE NOTE 9/1) (SEE N ITE 9/1) 11MBMIN_ (EENEDM OTE 2"x P.T. -1 WOOD BUCK (SEE NOTE 8/1) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A-500 A-653 OR A-36 W/ 12 GAGE (0.106") MINIMUM WALL THICKNESS. E.D. I (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) E.D. �1 I (SEE NOTE 9/1) 1� I IL ®SEE SCHEDULE #2 ON SHEET 12. j 0.25" "a" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 1 W1* (SEE NOTE ON SHEET 5) MAX. FRAME WIDTH "a' MAX. D.LO. SCHEDULE /1 ON SHEET 12) W1* (SEE NOTE ON SHEET 5) MAX. FRAME WIDTH *SEE SCHEDULE #1 ON SHEET 12 SEE SCHEDULE #1 ON SHEET 1 EXTERIOR (SEE SCHEDULE #1 ON SHEET 1 EXTERIOR "c" MAX. D.L.O. SCHEDULE #1 ON SHEET 1 W2* (SEE NOTE ON SHEET ! "c" MAX. D.L.O. SCHEDULE 11 ON SHEET 1 W2* (SEE NOTE ON SHEET _SECTIONS E-E LO'�`j`z- SCALE 1/2" = 1" l ` �' 'tC 0.25" 1 " x P.T. WOOD BUCK (SEE NOTE 8/1) SEE SCHEDULE #2 r ON SHEET 12. E.D. (SEE NOTE 9/1) 4 ,e — — •• MIN_ • • EMBEDMENT • • • • • _ (SEE NOTE 9/1) E.D. • • • • : • • • (SEE NOTE 9/1) • • • e •••••• • • so 00 •• • • • POURED CONCRETE OR •••••• • • • • CONCRETE BLOCK WALL REO'D. • • •• • • • • • MIAMI DADE COUNTY • • • 0004 0 • APPROVED MULLION (UNDER SEPARATE APPROVAL) 0.25" MAX. SHIM 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063-T5 3 ^ I I E.D. III {SEE NOTE 9/16 SEE SCHEDULE #2 ON SHEET 12. II III (SEE NOTE 9/1) MIN. EMBEDMENT =E NOTE 9/ ��• '� �� ~•'v� - 02017 TILTECO INC. PRODUCT RENEWED PRr_1r)UCT REVISED as complying with the Florida as canliplying with the Flo;ida Noi 4416 Building Code Building ��a ; NOA-No. Acceptance No % %— O Z. /rILIECO 19-0911.06 �E •� Date Z ? G !Expiration Date 10/21/2024 TIlL1T TESTING ENGINEERING COMPANY 6355 N.W. 36M SL, Ste. 305, VR GINIA GARDENS n 33166 l3v ; t Plw .: (305)671-153D . 1-: (305)071-1531 By i it ' t'r — , C 0 RiQ `tt' e-mail: tilteco@aol.com Miami-Dade'Product Control MIAMI-DADE COUNTY T' -F.E ••."..I � • ElOATE WALTER A. �4Jr., P.E. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 18000 HIGH IMPACT HORIZONTAL SLIDING MNDOVII LARGE MISSILE IMPACT RESISTANT DRAWN BY: L.C. WEST 78 ROAD 08/08/17 HIALEAH, FL 33014 17iff290 DATE PHONE: (305) 558-8103 A T " FAX: (305) 558-6665 E 17-150 cuss a w,woows www.generalimpact.com Tre GY�arSaCutiars DRAWING No DESCA"ON DATE REV. Ma MCP.IIDN DAIS OLD 15-1.4 /1/1 SHEET 10 OF 14 SEE SCHEDULE #2 ON SHEET 16. (SEE NOTE 9/1) (SEE NOTE 9/1) 11/SEEMSEDM NOTE 2"x P.T. - / WOOD BUCK (SEE NOTE 8/1) STEEL MEMBER BY I OTHERS SHALL CONFORM TO A.S.T.M. A-500 A-653 OR A-36 W/ 12 GAGE (0.106") MINIMUM WALL THICKNESS. r I E.D. I (SEE NOTE 9/1) MIN. EMBEDMENT I (SEE NOTE 9/1) E.D. I (SEE NOTE 9/1) �I I j-L 26 SEE SCHEDULE #2 ON SHEET 12. I 0.25" MAX. SHIM 0.25" 1 " X P.T. MAX. SHIM WOOD BUCK (SEE NOTE 8/1) 5 SEE SCHEDULE #2 3 ON SHEET 12. y 4 OR 1 1 3 e E.D. • -- - '' (SEE NOTE 9/1) - -- MINA •••• • .•_:_--:_:—.•_:._. ..—..—..—..—. — — — — — — EI�(BEOMENT • • • • • • � • • • • _ — _ _ (SEE NOiE 9/1) • • • • • • • E.D. • • • • 5 E.Q. E.Q. 9 (SEE NOTE 9/1) •••••• • •••• •�•••• 1OR•�•••• MAX. D.L.O. .1 e � •; • • • (SEE SCHEDULE #1 ON SHEEP 12) "c' MAX. D.L.O. • • • ; (SEE SCHEDULE #1 ON SHEET 12) • • • • • • • • • • • w1 * (SEE NOTE ON SHEET 5) w2* (SEE NOTE ON SHEET 5) • • • � • • • • • • • • • • MAX. FRAME WIDTH SEE SCHEDULE #1 ON SHEET 12) •••••• • POURED CONCRETE OR • • • • ! • • • • CONCRETE BLOCK WALL REQ'D. • • • EXTERIOR • MIAMI DADE COUNTY • • • APPROVED MULLION 0.25• (UNDER SEPARATE APPROVAL) X. SHIM 0.25" 1 MAX. SHIM 1/8" MINIMUM WALL THICKNESS 3 8 4 9 * ALUMINUM ALLOY 6063-T5 1 9 6 n E.D. I I) (SEE NOTE 9�)6 —.-. 21�- — — — — — — -- — SEE SCHEDULE #2 21 4 ON SHEET 12. E.D. ((SEE NOTE 9/1) 5 E.Q. E.Q. 9 * MIN. 1 �� MAX. D.L.O. �9 " EMBEDMENT (SEE NOTE 9/1) (SEE SCHEDULE 11 ON SHEET 12) "C" MAX. D.L.O. (SEE SCHEDULE 01 ON SHEET 12) W1* (SEE NOTE ON SHEET 5) w2* (SEE NOTE ON SHEET 5) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) EXTERIOR *SEE SCHEDULE 11 ON SHEET 12 SECTIONS F-F (Xial SCALE 1/2" = i• $00 'Z -0. ,yoi�!`�r� N. TIL01 PRODUCT REVISED ` @2017 TILTECG INC. PRODUCT RENEWED s; • • �' as complying with the Florida ES famniy#gig r.i1h the FtOaiGs ; ��C'1 Building Code i3ra1�'ia8 L'''" V ' L �. N C . NOA-No. As�tance:3o J O �i �� a 19-0911.06 Expiration Date 10/21/2024 L V0� - , TILUT TESTING & ENGINEERING COMPANY Zo��o � � � �% �•(� i �y �/� • 6355 N.w. 36th. St. St". 305, Fox aARDFNS Fl 37166 '. ••�� . !. Phone : (JOS., St.. 30 . Fax : 1531 �Lvt i7iYn /y 10 ` • e—mail: tilteco®aol.com By �V/� ®�,��^` eE EB-0006719 Miami -Dade Product Control M1AM1_DADE COUNTY p WALTER A. TILUT Jr., P.E. � .M#,V,&rPN E/bATE FLORIDA Lic. 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) S 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY. L.C. i 290 WEST 78 ROAD 08/08/17 lirm HIALEAH, FL. 33014 DATE PHONE: (305) 558-8103 i r _ NER A T " FAX: (305) 558-6665 17-150 Gl/S6 6 WlNoows www.9eneralimpactcom ?Ire C*.fT- v0&t'bM DRAWING No DEaafmoN DATE REV. Ne DM=PnaN oArz atn lo-lu De/a6/r 3 SHEET 11 OF 14 HORIZONTAL SLIDING WINDOW — SCHEDULE # 1 MAX. AS.D. (XOX) WINDOW CASE # I 11 III IV MAXIMUM MAXIMUM MAXIMUM MAX. OPERABLE ()Q MAX FIXED (0) PRESSURE WATER PRESSURE FRAME WIDTH FRAME HEIGHT WINDOW WIDTH WINDOW WIDTH RATING W1 w2 +100, -130 psf. +15 psf. 111 118" 631 MP 371 /16" 37" +100, -130 psf. +15 psf. 111 1/8" 631 /4" 281116" 55" +90, -100 psf. +13.5 psf. 111 1 /8" 741 /4" 371 /16" 3T' +90, -100 psf. +13.5 psf. Ill 1/8" 741 /4" 281l16 55 MAX. OPERABLE (X) MAX. FIXED (0) D.L.O. WIDTH D.L.O. WIDTH "a" item 3312" 33 1/2" 24 3/4" 51 " 3312" 3312" 24 3/4' 51 " OPERADESIGN MAX OR FIXED (0) REQ'D D.L.O. HEIGHT GLASS "bit TYPE 56 1/4" 29B 561/4" 29B 67 1/4" 29A 67114" 29A V +100, -150 psf. +15 psf. 96 1/4" 63 1 /4" 321 /8" 32 28 3/8" 28 3!8" 561 /4'. 296 (XO) OR (OX) WINDOW MAX. AS.D. CASE # I 11 DESIGN PRESSURE RATING +100, -150 psf. +100, -130 psf. MAXIMUM WATER PRESSURE +15 ps{. +15 psf. MAXIMUM FRAME WIDTH 74 1/4" 741 /4" MAXIMUM FRAME HEIGHT 561 /4" 631 /4" MAX. OPERABLE (X) WINDOW WIDTH W1 371 /8' 371 /8" MAX. FIXED (0) WINDOW WIDTH w2 37 1 /8" 37 1 /8" MAX. OPERABLE (X) D.L.O. WIDTH "a@' 33 9/16" 33 9/16" MAX. FIXED (0) D.L.O. WIDTH "e" 33 9/16 33 9/16" MAX OR FIXED OPERABLE0) (X)REQ'D D.L.O. HEIGHT "b" 491/4" 561/4" GLASS TYPE 298 29B III +90, -100 psf. +13.5 psf. 741 /4" 741 /4" 371 /8' 371 /8" 33 9/16" 33 9/16" 671 /4" 29A IV +100, -150 psf +15 psf. 601 /4" 601 /4" 301 /8" 30 118" 26 9116" 26 911 G' 53 1/4" 29B MAXIMUM ANCHOR SPACING "Sit — SCHEDULE 42 SUBSTRATENEGATIVE ANCHOR TYPE A.S.D. DESIGN PRESSURE RATING (PSF) HEAD/SILL JAMB HEAD/SILL REQUIRED ADDITIONA ANCHORS CONCENTRATION AT MEETING STILE CONCRETE OR BLOCK (SEE NOTE 9A & 9B/1) METAL (SEENDIE 9D/1) WOOD (SEE NOTE 9C/I) 1/4"0 ITW BUILDER TAPCON 2© 1/4"0-14 BUILDEX TEK SCREW 1/4"m-14 1T4�BUIIDD( TEK SCREW 2U6 BO or less g" D.C. g" O.C. SEE DETAIL 2 (6 ANCHORS) > 80 up to 1007 1/4" O.C. 7 1/4" O.C. SEE DETAIL 2 (6 ANCHORS) > 100 up to 130 5 1/2" O.C. 5 1/2" O.C. SEE DETAIL 2 (6 ANCHORS) > 130 up to 150 80 or less 4 3/4" O.C. 9" O.C. 4 3/4" O.C. 9" O.C. SEE DETAIL 2 (6 ANCHORS) SEE DETAIL 1 (4 ANCHORS) > 80 up to 100 9" O.C. 9" O.C. SEE DETAIL 2 (6 ANCHORS) > 100 up to 130 7 1/2" O.C. 7 1/2" O.C. SEE DETAIL 2 (6 ANCHORS) > 130 up to 150 80 or less 6 5/8" O.C. 9" O.C. 6 5/8" O.C. 9" O.C. SEE DETAIL 2 (6 ANCHORS) SEE DETAIL 1 (4 ANCHORS) > 80 up to 100 g" O.C. g" O.C. SEE DETAIL 2 (6 ANCHORS) > 100 up to 130 7" O.C. 7" 0_C. SEE�26ORS) 130 up to 150 6" O.C. 6" O.C. SEEORS) PRODUCT RENEWED as complying with the Florida Buliding Code NOA-No. 19-0911.06 Expiration Date 10/21/2024 By 1� PRODUCT rBVT SEE as carePlying :viffi the F:aida Building Cod, Accepiance NoBy O Miami-Dade`Product Control I MIAMI-DADE COUNTY P, AS APPLICABLE DETAIL 1 AT HEAD & SILL 4 ANCHORS N.�/B`d0��'di ju �GENS,c'r`�� 'b W 44167 02017 TILTECO INC. IL EC O ,Nc, TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 361h. St. St. 305, VIRGHA WDENS, n 33166 Phone (305)671 -1530 . Fa": (305)B71-1531 �! a —mail: tiltec0000l.com �9 . ES-0006719 WALTER A. TILLR Jr., P.E. TE FLORIDA tic. 44167 • AS APPLICABLE DETAIL 2 AT HEAD & SILL 6 ANCHORS FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 18000 HIGH IMPACT HORIZONTAL SLIDING W1NDOA LARGE MISSILE IMPACT RESISTANT DRAWN BY: Lc- 290 WEST 78 ROAD 08/08/17 HIALEAH, FL 33014 DATE PHONE: (305) 558-8103 ENER A T " FAX: (305) 558-6665 17-150 .cr QTAss a WINnows www.generolimpact.com treClias.Salutivri DRAWING No 06CRIPf1aN DATE REV. N• oegoeV110N OAIE DLL 16-1H 3 SHEET 12 OF 14 (2) #8 x 1 " P.H. SMS SEALED W/ 27 CONT. ALL AROUND /NOTCH CONT. / - (TYPJ ALL AROUND/- / (2) #8 x 1 " P.H. SMS SLED W/ 27 CONT. ALL AROUND/ CONT. ALL AROUND CONT. ALL AROUNE I / . (3) #8 x 1 " P.H. SMS SEALED W/ 27 CONT. ALL AROUND PRODUCT RENEWED as complying with the Florida 1 Building Code NOA-No. 19-0911.06 Expiration Date 10/21/2024 By Miami —Dade Product Control CORNER CONNECTION AT HEAD/SILL_ & FIXED SASH SCALE: 1 /2"= 1 " (1 6) (2) #8 x 3 1/2" PSMS SEALED W/ 27 Ili P• �0�-��% r'�"' FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 02017 TILTECo INC. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDO DRAWN BY: Q co -plying Wi (,.;Ei_? �,+ Qom; ' DENS '•,a : LARGE MISSILE IMPACT RESISTANT LC• IS Building ' witty ;ire 1. icrtU; IIrtitdin 1 '• /► 5 Cot,1e • _ $ ' L E C O 1 N C . • .?90 WEST 78 ROAD 08/08/17 Aca�tancc Itiq � � '---� _M ev • • ALEAH, FL 33014 DATE oa LAB D ~ ff (� TILLIT TESTING Ac ENGINEERING COMPANY • • • SHONE: (305) 558-6103 6355 N.W. 351h. SL, Ste. 305. VIRGINIA GARDENS, FI 33168 • • fF�X: (305) 558-6665 � Phone : (305)871-1630 . Fax : (305)871-1531 �z OVw.generalimpactcom 17-150 1 S78r1 ,r y nDO = e' Q. w e� e—mail: tllteco0ool.com • • Qr9alurion % EB-0006719 DRAWING No •. , WALTER A. TILLIT Jr., P.E. REV. NO ecsclnmoN OAT[ RN. N. D[s6RMON 647[ MIAMI-DADE COUNTY _�. K3Ni�Rj' E E1s! FLORIDA Lie. 44167 1 otn 1s-u, a os/n 6 • a • 49 lk• SHEET 13 OF 14 • •• •• • • • •• •• (2) #8 x 1" P.H. SMS SEALED W/ n NOTCH (TYP.) CONT. ALL AROUND CONT. ALL AROUND (2) #8 x 1 " P.H. SMS SEALED W/ 2 CONT. ALL AROUND 27 1 CONT. ALL AROUND 15 (2) #8 x 1 " P.H. SMS SEALED W/ 27 PRODUCT RENEWED CORNER CONNECTION AT as complying with the Florida Building Code NOA-No. 19-0911.06 VENT Expiration Date 10/21/2024 By SCALE: 1 /2"= 1 " Miami —Dade P uct Control W-ft. Y'` MPxcaDUCr ^ 'VI$�D �n�P1y s. a i, Lp CthOeI�FNOT`nO l.10CCPance 1\T e —•.- .st..6u— lR MDADS :•� 02017 TILTECO INC. SEF TILLIT TESTING A: ENGINEERING COMPANY • • 6335 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FI 3316E Phone : (305)871-1530 . Fax : (305)871-1531 • • e—mail: tilteco®aol.com • • EB-0006719 (2) #8 x 1" P.H. SMS SEALED W/ 27 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 18000 HIGH IMPACT HORIZONTAL SLIDING WINDO DRAWN BY: LARGE MISSILE IMPACT RESISTANT L.C. • ?80 WEST 78 ROAD 08/08/17 DATE • ALEAH, FL 33014 • • • PHONE: (305) 558-8103 %r X: (305) 558-8665 17-150 t•1•��.s• w • *vw.generalimpactcom Sri GYiarSnlutron DRAWING No WALTER A. TILUT Jr., P.E. Na• NO 1 01S N11RN1N DATE RCV. Na ocscRnmoN I DATE FLORIDA Lic. 44167 t xo t6-tu ae�oe/t7 a IF � SHEET 14 OF 14 x • _ ....._... .—._...-..�....... .. - .... .. ..�........... �..v. _.. _ _.. _..... ... ..._ .... _.... ..._.. __.. _ �....� ..__ .... •_•.•.. ..• .. .. _w • • • • • • .... • ......._ .. ....�.�._.. ... • • • • • • • • • • ••• • • • ••• • MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy General Impact Glass & Windows, Corp. 290 West 78`h Road Hialeah, FL 33014 , 0 0 SCOPE: • • • • . . • • • •••••• •• •• •••••• This NOA is being issued under the applicable rules and regulations governing the arse of construction • materials. The documentation submitted has been reviewed and accepted by Mia4il-"84e Cotjrity.UR - • Product Control Section to be used in Miami Dade County and other areas where allbWed by th2 Authority ' •; • • .... . Having Jurisdiction (AHJ). ..•• •• • . . . � . • . This NOA shall not be valid after the expiration date stated below. The Miami-DaderdlItiy Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade (lounty) reser:✓etheright " to have this product or material tested for quality assurance purposes. If this prodVir o; material fails to • • • • perform in the accepted manner, the manufacturer will incur the expense of such testing and tht' wmay immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "21000 High Impact" Aluminum Fixed Window — L.M.I. • • • APPROVAL DOCUMENT: Drawing No.17-148, titled "Series 21000 High Impact Fixed Laminated Glass Windows", sheets 1 through 9 of 9, dated 01/08/20, with revision #2 dated 01/06/20, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 17-1102.12 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. S- Z NOA No. 20-0113.02 Expiration Date: 02/17/2025 Q2f 2 yl Approval Date: 02/27/2020 Page 1 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA# 10-0104.03) 2. Drawing No. 17-148, titled "Series 21000 High Impact Fixed Laminated Glpss • - Windows", sheets 1 through 9 of 9, dated 08/08/17, with revision 41'dated 08M/17, . prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, �T1.,. Pet- B. • � � • • TESTS • • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • 2) Uniform Static Air Pressure Test, Loading pere;M TAS:202*94 3) Water Resistance Test, per FBC, TAS 202-94, • : :, • 4) Large Missile Impact Test per FBC, TAS 20:-94 : .. 5) Cyclic Wind Pressure Loading per FBC, TA,$ 2Q3-�4 • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-54 ." along with marked -up drawings and installation diagram of an aluminum frxede window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6058, dated 10/23/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA#10-0104.03) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2007, dated 11/12/09and updated on 06/04/15 to comply with FBC-511 Edition (2014), prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted partially under NOA#10-0104.03) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. NOA No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-61h Edition (2017), dated August 08, 2017, issued by Tilteco, Inc., signed and sealed signed and sealed by Walter A. Tillit, Jr., P.E. 2. Statement letter of no financial interest, dated November 3, 2009, signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted under NOA#10-0104.03)f� Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0113.02 Expiration Date: 02/17/2025 Approval Date: 02/27/2020 E-1 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL-6058, issued by Fenestration Testing Laboratory, Inc., dated October 23, 2009, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA#10-0104.03) „ 6669 . . .... ...... G. OTHER • 1. NOA No. 15-0116.01, issued to General Impact Glass & Windo4v*:Corp. for their Series "21000 High Impact" actAluminum Fixed Window — L.M.I.ved p �P 41�..:. 02/19/15 and expiring on 02/17/20. "" ""' ...... .. 0 . a ..... 2. NEW EVIDENCE SUBMITTED ...... . ' . A. . . .. DRAWINGS 0 . ...... 1. Drawing No. 17-148, titled "Series 21000 High Impact Fixed L4mipated Glass, • ; • * 0 •; Windows", 1 through 9 of 9, dated 01/08/20, with revision Al dated 0M/20, ' sheets •..• prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. NOA No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol (formerly Butacite®) Ultraclear, clear and color PVB Glass Interlayer" dated 05/09/19, expiring on 07/08/24. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-61h Edition (2017), dated January 08, 2020, issued by Tilteco, Inc., signed and sealed signed and sealed by Walter A. Tillit, Jr., P.E. G. OTHER 1. NOA No. 17-1102.12, issued to General Impact Glass & Windows, Corp. for their Series "21000 High Impact" Aluminum Fixed Window — L.M.I., approved on 12/28/17 and expiring on 02/17/20. Sifang Zhao, P.E. Product Control Examiner NOA No. 20-01 ] 3.02 Expiration Date: 02/17/2025 Approval Date: 02/27/2020 E-2 GENERAL NOTES: 1. SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAVE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE L 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. THESE WINDOWS MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE/BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS ° BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS h[ USED IN THOR ANALYSIS. FASTENERS SPACING IN WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH NDS 2015. T THESE WINDOWS' ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, L & TAS-203, PER FENESTRATION TESTING LAB REPORT # 6058 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 OF THE FLORIDA BUILDING CODE. r ..:.l i.,.... _ 1 1,]J�1:► �i.3.\� :ri i;: 1 A �■� r�� •I2� 1 �■.AAu► �" �■ 2:1 _ •.id1�G: i/.0 :I,� ia7.�'! ►. 1, »>io��I •■:i3. �.1� : �'�I •.� Irl� �■ 7a I■ y, �I � L/1�A it �°/1 �1 �. I; ■ �1i� .: � rr,�Ql yl � � 1.4/ /1 4. MESE WINDOWS ARE APPROVED FOR AIR AND WATER INFILTRATION 5. THESE WINDOWS COMPLY WITH SECTION 2406 OF THE FLORIDA BUILDING CODE. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON SHEET 2 OF THIS DRAWING. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA BUILDING CODE WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 8. WOOD BUCKS NOT BY GENERAL IMPACT GLASS & WINDOWS, CORP. WOOD BUCKS MUST BE SOUTHERN PINE WITH G=0.55. AND SHALL COMPLY WITH SECTION 2411.3.3.3 OF THE FLORIDA BUIDING CODE. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. E w .o 'N r -C / r1l / C ; E E --"a" frame width "a" frame width "a" frame width- s r / d F •••••• • �/// • 4 f. •••• • • • • • L"a' frame width—' Da" frame i L Y y C C C / a a "a" frame width F (8.1) 2 X WOOD BUCKS MUST BE PROPERLY ANCHORED TO EXISTING STRUCTURE TO TRANSFER LOADS TO IT. ANCHORAGE IS INDEPENDENT OF WINDOW FRAME ANCHORAGE. WINDOW FRAME MUST BE SEPARATELY ANCHORED TO 2 X WOOD BUCK FOLLOWING DETAILS ON THIS DRAWING. (8.2) 1 X WOOD BUCK (OR ANY WOOD BUCK LESS THAN 2X) MUST BE PROPERLY ANCHORED TO EXISTING STRUCTURE TO TRANSFER LOADS TO IT. WINDOW FRAME ANCHOR SHALL BE USE TO ATTACH 1 X WOOD BUCK TO EXISTING STRUCTURE BY DRIVING ANCHOR THRU BOTH WINDOW FRAME & 1 X WOOD BUCK INTO EXISTING STRUCTURE W/ PROPER EMBEDMENT AND EDGE DISTANCE AS SHOWN ON THIS DRAWING. (8.3) WINDOW FRAME MAY BE DIRECTLY CONNECTED TO EXISTING STRUCTURE WITH NO NEED OF WOOD BUCKS WHEN MASONRY OPENING IS NOT LARGER THAN ACTUAL WINDOW OVERALL DIMENSIONS. HOWEVER, SHIMS (SEE NOTE 10) MAY BE ALLOWED AT WINDOW FRAME ANCHOR LOCATION IF NEEDED. 9. ANCHOR NOTES: SFF SHFFT A FAR UAXIfr 11M CPArJW.1 FNRFrWFW Amn cMS nicTAkV'C eoc mrvrvun euV WAi i nwcu (A) TO EXISTING POURED CONCRETE: (Min. fc = 2730 psi,), MIN. EDGE DISTANCE = 2 1/2". - 1 /4"0 ULTRACON 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (COMPONENT®), THRU 1- P.T. WOOD BUCK. (B) TO EXISTING HOLLOW BLOCK WALL (Min. fm = 1924 psi,). MIN. EDGE DISTANCE = 2 1/2". - 1/4"0 ULTRACON 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (COMPONENT®), THRU 1" P.T. WOOD BUCK. (C) TO EXISTING 2x P.T. WOOD BUCK. (MIN. G = 0.55) MIN. EDGE DISTANCE = 1 - 1/4"0 ULTRACON 1 1/2" MIN. THREADED PENETRATION, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (COMPONENT(D). (D) TO EXISTING MIN. 1/8" THICK ALUMINUM TUBE (6063-T5 ALLOY) MIN. EDGE DISTANCE = 1/2". "810 fraAl •••• 'a" frame v •••• t L L = CP d / v / 0 / q) O "a" frame width "a" frame width "a" frame width "a" frame width- - 1/4"0-14 TEK SCREW, MIN. 3/4" LONG, AS MANUFACTURED BY TTW BUILDEX, INC. (COMPONENT@ ). PRODUCT S?\ 1WED ,,a (E) TO EXISTINGEs comp•ly;nq i srP, Florida MIN. 12 GAGE (0.106") STEEL MEMBER (ASTM A-500, A-653 OR A-36) MIN. EDGE DISTANCE = 3/8". 'S,rldinoCe!� - 1/4"0-14 TEK SCREW, MIN. 3/4" LONG, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT 8@ ). Acccpta•-.L-.',T.) 2p-0Y_3_-_02 76 10. PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (TYP.). THIS DRAWING SHALL ONLY BE USED TO Mi --- OBTAIN PERMITS IN THE STATE OF FLORIDA 11. REMAINING COMPONENTS FOR THESE WINDOWS SHALL BE AS INDICATED ON BILL OF MATERIALS ON SHEET 2. IVlzani i )DU )e Prc` '' . '' 12. WINDOWS' MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERAL IMPACT GLASS AND WINDOWS, CORP. HIALEAH, FLORIDA MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. ®; q'j� 14. lily ' 4 13. (A) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,�,IfE.HIEZ' ,WE>STTEONDITIONS DEVIATE FROM THE P.A.D. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS,PRODUC'T, BASED' ONZTHIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (C) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS DELEGATED �j�c < '' �� ' �''. �` �. ell 2v ENGINEER TO THE P.A.D., SHALL SUBMIT TO THIS LATTER SITE SPECIFIC DRAWING FOR REVIEW. Ia l e .;° -' TIWT TES 6355 N.W. 38t (E) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL { ,r� �.�. Phone : ENGINEER OF RECORD THAT PREPARED IT. ,,. * MAXIMUM A.S.D. DESIGN PRESSURE RATING (psf) FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE DETERMINED BY INSCRIBING FIXED WINDOW SHAPE WITHIN SQUARE "a" x "b" OR RECTANGLE "a" x "b" AS SHOWN IN DOTTED LINES AND OBTAINING MAXIMUM A.S.D. DESIGN PRESSURE RATING (psf) FOR THOSE ALTERNATE SHAPES FROM SCHEDULES ON SHEETS 6, 7 & 8 FOR SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS. FLORIDA BUILDING CODE (High Velocity Hurricane Zone 10 10 0 0 E 6 SS��w l�� 4 3A GLASS 3 I class BITE BITE 11 \ 11 9 #10x1 1/4" S.M.S @ 0 0 a! 5/8" GLASS BITE GLAZING DETAIL FOR 10 W/ ( GLAZING DETAIL FOR W/ GLAZING DETAIL FOR OB W/ O GLAZING 5/8 clan BITE 12" O.C. GLAZING DETAIL FOR 10 W/ 3A GLAZING DETAIL FOR (�4 W/ 3A GLAZING DETAIL FOR OB W/ 3A PE'- DETAILS M SCALE 1 /2" = 1 " Arc,pt5Q c No Z Esis_`i�r Date _c 12" O.C. 2" O.C. BILL OF MATERIALS ITEM DESCRIPTION DIMENSIONS & REMARKS MATERIAL FRAME HEAD/SILL (2) REQUIRED 6063—T6 FRAME JAMB (2) REQUIRED 6063—T6 F2 O GLAZING BEAD FOR FULLY STRAIGHT FRAME WINDOWS (4) REQUIRED 6063—T6 3A —0—WEATHER GLAZING BEAD FOR CURVED AND COMBINATION CURVED/STRAIGHT FRAME WINDOWS (4) REQUIRED 6063—T6 STRIPING, ULTRAFAB E-271 (4) AT GLAZING BEAD NEOPRENE 4A WEATHER STRIPING SOLID RUBBER (4) AT GLAZING BEAD NEOPRENE 4B WEATHER STRIPING 0.296" HEIGHT, SCHLEGEL SYSTEM, INC., Q375T190 (4) AT GLAZING BEAD NEOPRENto • •. O CORNER FRAME ASSEMBLY SCREWS (2) #8 x 1" PH SMS REQ'D. •• STEEL- 6 DOW CORNING 995 ------ jljuCj(4RAL SILIC.ONE 6A DOW CORNING 795 ------ jR0eT%RAL• !I�I;aE 7 WHITE COLOR SILICONE AT FIXED PANEL FRAME AND FRAME CORNERS. ALL AROUND (EXTERIOR) so SEALANT • 0 1 /4"0 ULTRACON BY ELCO CONSTRUCTION PRODUCTS, TO POURED CONCRETE, HOLLOW BLOCK OR WOOD WALL REQ'D. SEE SCHEDULE ______ 'CARBON STEEL • • • ...... • 8A 1 /4"0 ITW BUILDEX TEK SCREW TO METAL (SEE SCHEDULE) ------ : STEEL • • • 0 0.145" HEIGHT BUMPER SPACER, CUT FROM 3/8"0 SPHERE, CLEAR 3" FROM CORNERS MAX. AND 12" O.C. (MAX.) AT MID —GLASS BITE ELEVATION FRANK LOWE RUBBEL, GASKET TLB-28, CLEAR. • • •..OSIL.ICONE.... •""• 9A 0.211" HEIGHT BUMPER SPACER, CUT FROM 3/8"0 SPHERE, CLEAR 3" FROM CORNERS MAX. AND 12" O.C. (MAX.) AT MID —GLASS BITE ELEVATION FRANK LOWE RUBBEL, GASKET FLB-38, CLEAR. SILICONE �0 0.590" (9/16" NOMINAL) LAMINATED GLASS W/ 1/4" H.S. GLASS + 0.090" SENTRYGLAS® INTERLAYER + 1/4" H.S. GLASS INTERLAYER BY: KURARAY AMERICA, INC. GLASS 0.484" (7/16" NOMINAL) LAMINATED GLASS W/ 3/16" H.S. GLASS + 0.090" TROSIFOL PVB. INTERLAYER + 3/16" H.S. GLASS INTERLAYER BY: KURARAY AMERICA, INC. GLASS 0.326" (5/16" NOMINAL) LAMINATED GLASS W/ 1/8" H.S. GLASS + 0.090" TROSIFOL PVB. INTERLAYER + 1/8" H.S. GLASS INTERLAYER BY: KURARAY AMERICA, INC. GLAS$ �� SETTING BLOCK 1 16 X 9 16 OR 7 16' OR 5/16" FOR 10 0 0 EPDM FRANK LOWE) ( 1.049" �-375" .357" 1 1.129" 114" .062" .089" 1 „ .055" .481 " jt 062"Fm .120" .322" .300" 3) GLAZING BEAD FOR FULLY 1� FRAME HEAD & SILL STRAIGHT FRAME WINDOWS 6063—T6 ALLOY 6063—T6 ALLOY 9/16", 7/16", 5/16" .370" rJ0.678" .050' (TYP.) ® GLAZING BEAD FOR CURVED AND COMBINATION CURVED & STRAIGHT FRAME WINDOWS 6063—T6 ALLOY �2 FRAME JAMB" COMPONENTS 6063—T6 ALLOY SETTING BLOCK FOR SCALE 1/2" = 1" FLORIDA BUILDING CODE (High Velocity Hurricane Zone FRAME WIDTH SHORT SIDE (SEE SCHEDULE) 1 + 30 A/444 _ \� DETAIL 1 /9 10 OR 1® OR tOB B= Z W 7 LU N W Uj / U < O NUj J D. L.O. (a}— �„ A�44I ,4+(5) J MAX.A DETAIL 1 /9 CASE 1: RECTANGULAR SCALE: 1 /2"=1 '-0 "S MAX. ANCHOR SPACING (SEE SCHEDULE ON SHEET 9) FOR "a" FRAME WIDTH (SHORT SIDE), "b" FRAME LENGTH (LONG SIDE) AND MAX. D.L.O. (a) AND MAX. D.L.O. (b) SEE SCHEDULES ON SHEETS 6, 7 & 8. 4 + Q3 )or AROUND TYP.) B' "a" FRAME WIDTH SHORT SIDE (SEE SCHEDULE) A'/5, 1Q+ s,. 2/9 'vX[(DETAIL 10 OR 1® OR Elk O / J / D. L.O. (a ) 8 or (ALL AROUND TYP.) L— L -T 1 A'/54 MAX. DETAIL 1/9j 1 +© CASE 2: HALF ROUND TOP SCALE: 1 /2"=1 '-0 FRAME WIDTH SHORT SIDE (SEE SCHEDULE) A'/5-4 D+ "s DETAIL 2/9 X • • 10 OR ® OR O /J N1 MEI `N ( LL or I/(ALL AROUND TYP.) a 1 \ 6" �� A'/5-4 MAX. DETAIL 1 /9 1 + CASE 3: EYEBROW SCALE: 1 /2"=1 '-0 f TYPICAL EXTERIOR ELEVATIONS FOR SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOW (SEE NOTE * ON SHEET 1) PRODUCT I?E ,E ag 1:",.4iifl:ii � t•G •7 i i✓xPiizei-:a Lsaz^ 11 B G FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063—T5 MIAMI MN. E.D. DADE COUNTY APPROVED MULLION (SEE N0rE 9/1) (UNDER SEPARATE APPROVAL) OR STEEL MEMBER BY OTHERS SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 GA (0.106")�_-__ MINIMUM WALL THICKNESS. MIN. MIN. THREADED EMBEDMENT. 8 PENETRATION (SEE NOTE 9/1) 1xP.T. WOOD BUCKS (SEE NOTE 9/1) POURED CONCRETE (SEE NOTE 8/1) OR CONCRETE BLOCK 1/4" MAX. REQ'D. a SHIM SPACE MIN. E.D. (SEE N_ OTE 9/1 5 N✓ ;a> as�77LL1 1 /4" MAX. SHIM SPACE 1/4" MAX 7 SHIM SPACE w I �� CONT. (TYP.) Ld — 11 1 �PnoNAL ALUMINUM/NYLON 3 I g L—`J ANC) R COVER (TYP5 MIN. 2"x4' P. 1 11 WOOD BUCK 9 i U � t V' BEYOND BEYOND = BEYONC W N U to wo lO OR OR C8 � OR OR ry 0 o O Z J w soo Z 0 lO OR OR CB w 0 J lO OR OR X W Z = J X Ld 2 2 w J a Of BEYOND BEYOND W \/ BEYOND D MIN. 2"x4" P WOOD BUCK MIN. ED. NOTE 9/1 BEYOND BEYOND OPTIONAL �1 3 I ALUMINUM/NYLON 1/4" MAX. — — ANCHOR COVER SHIM SPACE 1 (TYP-) V(SEE READED RATION 1 4" Max. TE 9/1) SHIMSPACE MIN. E.D. MIN. EE NOTE 9/1): EMBEDMENT. (SEE NOTE 9/1) POURED CONCRETE OR CONCRETE BLOCK REQ'D. 8 1xP.T. WOOD BUCKS (SEE NOTE 8/1) SECTION A -A SCALE: 3/8"=1" PPODU^.,T By Ml_lri � a O CONT. OPTIONAL ALUMINUM/1, ANCHOR CO (TYP.) 10 OR ® OR D.L.O. (a) "o" FRAME WIDTH (OR SHORT SIDE, SEE EXTERIOR 1 /4" MAX. SHIM SPACE O CONT. (TYP.) OPTIONAL ALUMINUM/NYLON a ANCHOR COVER (TYP.) 10 OR 1® OR 11 j 3 2 I` a" FRAME WIDTH (OR SHORT SIDE, SEE SCHEDULE SECTION B-B SCALE: 3/8"=1 " FLORIDA BUILDING CODE POURED CONC OR CONCRETE BLOCK REQ'D. 1 /4" MAX. S-H�IM{ SPACE MIN. a EMBEDMENT. SEE NOTE 9/1)_ I • . . 8 W • . • . 7 • • • ! 1' P.T. WOOD BUCK • • • (SEE Wfft %%) •••• 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063—T5 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) OR STEEL MEMBER BY OTHERS SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 GA (0.106") MINIMUM WALL THICKNESS. MIN. E.D. SEE NOTE 9/1 Velocity Hurricane Zone) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063-T5 MIAMI MN. ED. DADE COUNTY APPROVED MULLION (SEE NOTE 9/1) (UNDER SEPARATE APPROVAL) OR STEEL MEMBER BY OTHERS SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 GA (0.106") �--------------------- MINIMUM WALL THICKNESS. e �. 1/4' MAX. \ SHIM SPACE D CONT. (TYP.) OPTIONAL ALUMINUM/NYLON ANCHOR COVER (TYP.) U N BEYOND BEYOND W W W UN wo 10 OR @) OR OB w Uj V) LL U O O Z 0 En0 o J z O W I-- 10 OR OR Q3 o w Ir x m O W F—F- X a 2 Li 2 W z LL BEYOND BEYOND a a ix MIN. 2"x4" P.T. WOOD BUCK MIN. ED. NOTE 9/1 1/4" MAX. SHIM SPACE MIN. THREADED PENETRATION (SEE NOTE 9/1) MIN. MIN. THREADED EMBEDMENT. PENETRATION $ (SEE NOTE 9/1) 1xP.T. WOOD BUCKS (SEE NOTE 9/1) POURED CONCRETE (SEE NOTE 8/1) OR CONCRETE BLOCK lc;�1/4" MAX. REQ'D. [--SHIM SPACE �-E.D.- • Elk ®' ' {Z O Ili �SHIM SPACE M d 1-1 f . `li III O m 1O OR @ OR l O OR @) OR BEYOND POURED CONC OR CONCRETE REO'D. SECTION A' -A' SCALE: 3/8"=1" PRl`'DUC i RT INP !21-) BV BEYOND OPTIONAL ALUMINUM/NYLON ANCHOR COVER (TYP.) 7 CONT. (TYP.) 1 4" Max. SHIM SPACE MIN E.D. a.. MIN. E NOTE 9/1). ` EMBEDMENT. (SEE NOTE 9/1) E OCK $ L.P.T. WOOD BUCKS (SEE NOTE 8/1) POURED CON( OR CONCRETE BLOCK REQ'D. O7 CONT. (TYP.) OPTIONAL ALUMINUM/NYLON ANCHOR COVER 1/4" MAX. (Typ) SHIM SPACE 1 a MIN.•`'` . 5 EMBEDMENT. SEE NOTE 9/1) • • at • z • • • • •: Ird 11 • s .. } 10 OR ® OR OB 3A 2 • • . z D.L.O. (a)• • "a" FRAME WIDTH (OR SHORT SIDE, SEE SCHEDULE) • 0 0 • • • • EXTERIOR •' 1" P.T. BUCK • • (SEE VTL• tj 0000 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063-T5 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) OR 1/4" MAX. STEEL MEMBER BY OTHERS SHALL SHIM SPACE CONFORM TO ASTM A500, A653 O CONT. (TYP.) OR A36 WITH 12 GA (0.106") MINIMUM WALL THICKNESS. OPTIONAL ALUMINUM/NYLON a ANCHOR COVER (j (TYP.) OR � OR O D.L.O. (a) - f a" FRAME WIDTH (OR SHORT SIDE, SEE SCHEDULE SECTION B'-B' SCALE: 3/8"=1 " FLORIDA BUILDING CODE MIN. E.D. SEE NOTE 9/1 Velocity Hurricane Zone) a" "b" psf psf 18" 18" 130 154 24" 130 154 30" 130 154 36" 130 154 42" 130 154 48" 130 154 54" 130 154 60" 130 154 66" 130 154 72" 130 154 78" 130 154 84" 130 154 90" 130 154 96" 130 154 102 130 154 108" 130 154 114" 130 154 120" 130 154 126" 130 154 132" 130 154 138" 130 154 144' 130 154 150" 130 154 156" 130 154 162" 130 154 168 130 154 174" 130 154 180" 130 154 MAXIMUM FRAME WIDTH "a" AND LENGTH "b" VERSUS A.S.D. DESIGN PRESSURE RATING "a" "b" psf psf 24 24" 130 154 30" 130 154 36" 130 154 42" 130 154 48" 130 154 54" 130 154 60" 130 154 66" 130 154 72" 130 1 154 78" 130 154 84" 130 154 90" 130 154 96" 130 154 102" 130 154 108 130 154 114" 130 154 120" 130 154 126" 130 154 132 130 154 138" 130 154 144" 130 154 150 130 154 156" 130 154 162" 130 154 168 130 154 174" 130 154 180" 130 154 186 130 154 192" 130 154 196" 1 130 1 154 MAXIMUM DAY LIGHT OPENING (D.L.O.) FOR A GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS @ MAX. DAY LIGHT OPENING (D.L.O.) Formula EACH END OF GLASS MAX. D.L.O. 0z + (3) , ) + 0 (a) OR „a"-3.526" (SHORT SIDE) 2� + 3A 2� + 3A MAX. D.L.O. OO + O OO + OO b (LONGSIDE) 1O + ® RO1 + ® "b"-3.526" (psf) SCHEDULE VALID FOR ALL SHAPES WITH GLASS (10 "a" "b" psf + psf - 30" 30" 130 154 36" 130 154 42" 130 154 48' 130 154 54" 130 154 60" 130 154 66" 130 154 72" 130 154 78" 130 154 84" 130 154 90" 130 154 96" 130 154 102" 130 154 108" 130 154 114" 130 154 120" 130 154 126" 130 154 132" 130 154 138" 130 154 144" 130 154 150" 130 154 153" 130 154 156" 130 154 162" 130 154 168" 130 154 174" 130 154 180" 130 154 186" 130 154 192" 130 154 196" 130 154 P23Us?uc-' ,may cc:r;Y'yi:1 "a" "b„ psf psf 36" 36" 130 154 42" 130 154 48" 130 154 54" 130 154 60" 130 154 66" 130 154 72" 130 154 78" 130 154 84" 130 154 90" 130 154 96" 130 154 102" 130 154 108" 130 154 114" 130 154 120" 130 154 126" 130 154 132" 130 154 138" 130 154 144" 130 154 150" 130 154 156" 130 154 162" 130 154 166" 130 154 DIMENSIONS LEGEND ..b" DLO (a) O 0 ^o DLO (b) o J 0 „b„ psf psf 42" 42" 130 154 48" 130 154 54" 130 154 60" 130 154 66" 130 154 72" 130 154 78" 130 154 84" 130 154 90" 130 154 96" 130 154 102" 130 154 108" 130 154 114" 130 154 120" 130 154 126" 130 154 132" 130 154 138" 130 154 142" 130 154 48" 48" 130 154 54" 130 154 60" 130 154 66" 130 154 72" 130 154 78" 130 154 84" 130 154 90" 130 154 95" 130 154 96" 130 154 102" 130 154 108" 130 154 114" 130 154 120" 130 154 125" 130 152 "a" "b" psf psf 54" 54" 120.3 142.5 60" 120.3 142.5 66" 120.3 142.5 72" 120.3 142.5 78" 120.3 142.5 84" 120.9 • 1 t2.5 9o" 120.3 .4V.5 96" 120.50 • 041t2.5 102" 120.3' ''t'1•2.5 108" 111" 120.3 120.3• 142.5 ••1'39 60" 60" 108A • 0128.3 66" 1081 1'f8.3 72" 108.s • 128.3 76 108.3 128.3 78" 108.3 128.3 84" 108.3 128.3 90" 108.3 128.3 96" 108.3 128.3 100" 108.3 128.3 66" 66" 98.5 116.67 72" 98.5 116.67 78" 98.5 116.6 84" 98.5 116.6 90" 98.5 116.6 72" 72" 90.3 106.9 78" 90.3 106.9 83" 90.3 106.9 FLORIDA BUILDING CODE (High Velocity Hurricane Zone "a" "b" Psf psf 18" 18" 90 90 24" 90 90 30" 90 90 36" go 90 42" 90 90 48" 90 90 54 90 90 60" 90 90 66" 90 90 72" 90 90 78" 90 90 84" 90 90 9o" 90 90 96" 90 90 102" 90 90 108" 90 90 114" 90 90 120" 90 90 126" 90 90 132" 90 90 138" 90 90 144" 90 90 150" 90 90 156" 90 90 162" 90 90 168" 90 90 174" 90 90 180" 90 90 MAXIMUM FRAME WIDTH "a" AND LENGTH "b" VERSUS A.S.D. DESIGN PRESSURE RATING »a» "b» psf psf 24" 24" 90 90 30" 90 90 36" 90 90 42" 90 90 48" 90 90 54" 90 90 60" 90 90 66" 90 90 72" 90 90 78" 90 90 84" 90 90 90" 90 90 96" 90 90 102" 90 90 108" 90 90 114" 90 90 120" 90 90 126" 90 90 132" 90 90 138" 90 90 144" 90 90 150" 90 90 156" 90 90 162" 90 90 168" 90 90 174" 90 90 180" 90 90 186" 90 90 191" 90 90 MAXIMUM DAY LIGHT OPENING (D.L.O.) FOR A GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS @ MAX. DAY LIGHT OPENING (D.L.O.) Formula EACH END OF GLASS MAX. D.L.O. 0 + OO ® + (O (a) (SHORT SIDE) OR O + 4, O2 + 3A „a„-3.526" MAX. D.L.O. Ot +(0),T +OO (b) OR "b"-3.526" (LONG SIDE) O + 4 , 0) + 3O (psf) SCHEDULE VALID FOR ALL SHAPES WITH GLASS „b„ psf psf 30" 30" 90 90 36" 90 90 42" 90 90 48" 90 90 54" 90 90 60" 90 90 66" 90 90 72" 90 90 78" 90 90 84" 90 90 90" 90 90 96" 90 90 102" 90 90 108" 90 90 114" 90 90 120" 90 90 126" 90 90 132" 90 90 138" 90 90 144" 90 90 150" 90 90 153" 90 90 156" 90 90 162" 90 90 168" 90 90 174" 90 90 179 90 90 „a„ ,>b„ psf psf 36" 36" 90 90 42" 90 90 48" 90 90 54" 90 90 60" 90 90 66" 90 90 72" 90 90 78" 90 90 84" 90 90 90" 90 90 96" 90 90 102" 90 90 108" 90 90 114" 90 90 120" 90 90 126" 90 90 132" 90 90 138" 90 90 144" 90 90 150" 90 90 152" 90 90 DIMENSIONS LEGEND "b" DLO (a) v J ^o DLO (b) 0 0 „a" „b„ psf psf 42" 90 90 48" 90 90 54" 90 90 60" 90 90 66" 90 90 72" 90 90 78" 90 90 84" 90 90 42" 90" 90 90 96" 90 90 102" 90 90 108" 90 90 114" 90 90 120" 90 90 126" 90 90 130" 90 90 48" 90 90 54" 90 90 60" 90 90 66" 90 90 72" 90 90 78" 90 90 48 84" 90 90 90" 90 90 95" 90 90 96" 90 90 102" 90 90 108" 90 90 114" 90 90 „a„ „b„ psf psf 54" 54" 83.3 83.3 60" 83.3 83.3 66" 83.3 83.3 72" 83.3 83.3 78" 83.3 • • 43.3 84" 83.3 83.3 90" 83.3 • : • 43.3 96" 83.1 • 10 083.3 101" 83.3• ••83.3 60" 60" 75. • • .75 66" 75• • • • •75 72" 750 075 76" 75: • • J5 78" 75 75 84" 75 75 90" 75 75 66" 66" 68.2 68.2 72" 68.2 68.2 76" 68.2 68.2 78" 68.2 68.2 83" 1 68.2 68.2 r72" 72 1 62.5 62.5 76" 1 62.5 62.5 •••• •••• ••.••• • •. • •• FLORIDA BUILDING CODE (High Velocity Hurricane Zone MAXIMUM FRAME WIDTH "a" AND LENGTH "b" VERSUS A.S.D. DESIGN PRESSURE RATING (pso SCHEDULE VALID FOR ALL SHAPES WITH GLASS too •••• • • 0000 • • • • • a• •• • • • • • • •••••• • • •• • • • •• • • •• • • • • • • •• • • •••• • •••• DIMENSIONS LEGEND MAXIMUM DAY LIGHT OPENING (D.L.O.) DLO (0) FOR A GIVEN COMPONENT AT EACH END OF GLASS o v J a :o DLO (b) o J Ll FLORIDA BUILDING CODE (High Velocity Hurricane Zone) OR 02017 TILTECO INC. SERIES 21000 HIGH IMPACT FIXED DRAWN BY: P.^i ^� LAMINATED GLASS WINDOWS L.C. 1 290 WEST 78 ROAD 08/08/17 3 oii� QL ' L Ei C O ' N C . HIALEAH, FL 33014 DATE } 1e", i1n. iZ� %y 2Q ZC� PHONE: (305) 558-8103 %Q TIWT TESTING do ENGINEERING COMPANY FAX: (305) 558-6665 / 6355 N.W. 38th. St.. Sla. 305, VIRGINIA GARDENS, R 33188 www.generalimpactcOm 17-148 } Phone : (305)871-1530 . Fax : (305)871-1531 IMPACT GIA55 h WINDOWS r11�1(i"(ti�!:�rnrla,rrt`..-.r,>.-S e-mail- 4'keco0aol.com DfiGYm,PaGtiae, DRAWING No CA-0006719 �"' No D6sarrlon DATE REV. N. DcsclWrlal an MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE WALTER A. TILLIT Jr., P.E. ' 01D 15-162 0°/D°/' 3 SHEET 8 OF 9 FLORIDA Lic. 44167 t A „a„ „b„ psf psf 18" 18" 7s 7s 24" 75 75 30" 75 75 36" 75 75 42" 75 75 48" 75 75 54" 75 7500900 60 75 75 66" 75 75 72" 75 75 78" 75 7500000 84" 75 75*0090 90" 75 75 96" 75 75 102" 75 75 108" 75 75 114" 75 75 120" 75 75 126" 75 75 132" 75 75 138" 75 75 144" 75 75 150" 75 75 156" 75 75 162" 75 75 168" 75 75 174" 75 75 180" 75 75 11a,1 ��}�» psf psf 24" 24" 75 75 30" 75 75 36" 75 75 42" 75 75 48" 75 75 54" 75 75 60" 75 75 66" 75 75 72" 75 75 78" 75 75 84" 75 75 90" 75 75 96'" 75 75 102" 75 75 108" 75 75 114" 75 75 120" 75 75 126" 75 75 132" 75 75 138" 75 75 144" 75 75 150" 75 75 156" 75 75 762" 75 75 168" 75 75 174" 75 75 180" 75 75 185" 75 75 SIDE COMPONENTS @ MAX. DAY LIGHT OPENING (D.L.O.) Formula EACH END OF GLASS MAX. D.L.O. (SHORT SIDE) O + ®O + MAX. D.L.O. �+OO ,�1 'FOO (LONG SIDE) „a„ „b„ psf psf 30" 30" 75 75 36" 75 75 42" 75 75 48" 75 75 54" 75 75 60" 75 75 66" 75 75 72" 75 75 78" 75 75 84" 75 75 90" 75 75 96" 75 75 102" 75 75 108" 75 75 114" 75 75 120" 75 75 126" 74 74 132" 72 72 138" 77 71 144" 71 71 148" 70 70 „a„ „b„ psf psf 36" 36" 75 75 42" 75 75 48" 75 75 54" 75 75 60" 75 75 66" 75 75 72" 75 75 78" 75 75 84" 75 75 90" 75 75 96" 74 74 102" 69 69 108" 65 65 114" 62 62 120" 59 59 123" 58 58 „a„ „b„ psf psf 42" 42" 75 75 48" 75 75 54" 75 75 60" 75 75 66" 75 75 72" 75 75 78" 75 75 84' 75 75 90" 75 75 96" 69 69 102" 63 63 105' 61 61 „a„ „b„ psf psf 48" 48" 75 75 54" 75 75 60" 75 75 66" 75 75 72" 75 75• 78" 84" 75 75 • •75 • � 90" 70 • •TiL 92" 69 •� 54" 54" 69.4 � • G9.4 • 60" 69.4 a •giro • 66" 69.4 • 69.4 i 72" 69.4 6�� • 78" 69.4 •69.4 82" 69.4 69.4 60" 60" 62.5 62.5 66" 62.5 62.5 72" 62.5 62.5 74" 62.5 62.5 MAXIMUM ANCHOR SPACING SCHEDULE "S" SUBSTRATE ANCHOR TYPE NEGATIVE A.S.D. DESIGN PRESSURE RATING sf HEAD/SILL JAMB CONCRETE OR BLOCK (SEE NM 9A & 9B/1) 1 /4" 0 ULTRACON 75 or less g" O.C. 11 1/2" O.C. > 75 up to 90 gO.C. 9 1/" 2" O.C. > 90 up to 130 6 1/2" O.C. 6 1/2" O.C. > 130 up to 154 5 1/2" O.C. 5 1/2" O.C. WOOD (SEE NM 9C/1) 1/4"4 ULTRACON 75 or less g" O.C. 9 1/2" O.C. > 75 up to 90 8" O.C. 8" O.C. > 90 up to 130 5 1/2" O.C. 5 1/2" O.C. > 130 up to 154 4 1/2" O.C. 4 1/2" O.C. METAL (SEE NOTE 9D/1 & 9E/1) 1/4"0 TEK SCREW 75 or less g" O.C. 12" O.C. > 75 up to 90 g" O.C. 12" O.C. > 90 up to 130 8" O.C. 8" O.C. > 130 up to 154 7" O.C. 7" O.C. AROUND 2 SPOT WELD, ER-4043 •••• 2 . •• • •••••1 .. TYPICAL CORiyFiR••FRAME • CONNECTION (TOP);-. % DETAIL 27 . •• •• • •••• SCALE 3/4"=1" •8000 • ALL AROUND D.) ER FRAME CONNECTION & BOTTOM) DETAIL 1 CALE 3/4"=1" j (2) #8 x 1 " PH S.M.S. FLORIDA BUILDING CODE (High Velocitv Hurricane Zone