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REV-17-1536BUILDING PERMIT APPLICATIO ❑ BUILDING ❑ ELECTRIC 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 - I� ; h. it 11 ❑ ROOFING [)SR RECEIVED 1UN 0 81011 FBC 201 t7 15 N [—]RENEWAL PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP JOB ADDRESS: q 6 / ! /V F 971 A/e_ CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: � --I 13 D Folio/Parcel#: / / 3 Z L 6 OO I Q d —L—.o Is the Building Historically Designated: Yes NO Occupancy Type) Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): lX�( 1a1� U1� " Phone#:ds Address: q '7"-1 r7 / J & 9 "'"Ave - city: Y� k % am I Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: City: Qualifier Name: )67 ill State Certification or Registration #: C DESIGNER:: Arrchitect/EEngineer: Address: / `f/�� — AJ ) Y p: 3 3 i 35�_ ne#: one#: Zip: 2,2 3 ) hone#:( os) icy M _State: Zip: --3 � i 3 Z Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition �Itntior % 9 New R'r/Replace 21,1pe a Description of Work: f>�dn � atoagOnJ&-7-gl6Ss a aJ S_eC .,q C( �Lo< State: P toy State: Kerr r Q Certificate of o 0 -L City: I Q 0 ev Specify colorof color thru,tile: Submittal Fee $ _ Permit•Fee $-_i w• 03 CCF $ - 4--m CO/CC.$ JCJ Scanning Fee $ �� Radon Fee $ . - OZ) DBPR $ Notary $ Technology Fee $ 6 • 4,_0 Training/Education Fee $ ) Double Fee $ Structural Reviews $ VC) • w Bond $ TOTAL FEE NOW DUE $ 2-1 I o (Revised02/24/2014) Bonding Company'g Name (if applicable) Bonding Company,s,Address .. E � City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City ; State + Zip ' t � ( Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work"will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice,-tbe inspection will not be approved and a reinspection fee will be charged. n / Signature Signature OWNER or AGENT CONTRACTOR The fpregoing instrument was acknowledged before me this Ilr�i day of --!S-u Y1Q.._ 20 1 - by U who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ************** APPROVED BY /YURIS OJEDA COMMISSION # GG072040 EXPIRES March 15. 2021 The foregoing instrument was acknowledged before me this _ day of n 20 1 t% by i o is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: I l/ U Print: Seal: YL ***esrr***** Plans Examiner GI 1 Structural Review MY COMMISN6N # GG072040 EXPIRES March 15.2021 Zoning Clerk (Revised02/24/2014) WIND DESIGN.CALCULATIONS PROJECT: 9417 NE 9th AVE MIAMI SHORES, FLORIDA FINAL Yuris Ojeda, P.E. 14 NE First Ave. Suite 200 Miami, Florida 33132 P:(305) 345-3335 F:(305) 351-8854 e: yurisojedape@aol.com www.ojedape.com W UUM" ELEVATION "L" AREA=6.88 SQF ELEVATION "M" AREA=3.53 SQF ZONE 4 ZONE 5 ZONE 4 ZONE 5 GCp (+) +1.00 +1.00 +1.00 +1.00 GCp (-) -1.10 -1.40 -1.10 -1.40 PRESSURE (+) +45.1 PSF +45.1 PSF +45.1 PSF +45.1 PSF SUCTION (-) -48.9 PSF -60.4 PSF -48.9 PSF -60.4 PSF Ai ELEVATION "P" AREA=33.20 SQF .. ... . . . . . .. • . .. . ZONE 4 ZONE 5 GCp (+) +0.91 +0.91 GCp (-) -1.01 -1.22 . . . ... . .. ... .. . . . .. PRESSURE (+) +41.6 PSF +41.6 PSF . •:0 . Goo 000 SUCTION (-) -45.4 PSF -53.4 PSF Goo . . • . . . . . . . .. . . . .. . . . . . . . Revision DaW ::B Plan Coordinate OGOr--17 Y-Ov MIAM MIAMI-DADE COUNTY •Q;Awau PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamiaaae.sov/economv CGI Windows & Doors, Inc. 10100 N. W. 256 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. JDESCRIPTION: Series "450" Aluminum Inswing glazed Doors whvo Sidelites_ Impact APPROVAL DOCUMENT: Drawing No.W06-73 Rev I, titled "Series 450 Inswing Doors & Sidelites", sheets 1, 1. 1, 1.2, 2, 2.1, 2.2, 3, 3.1, 4, 5, 6, 7 7.1 and 7.2 of 7, prepared by Al-Farooq Corporation, dated 10-27-06 and last revised on 03-22-16, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings in sheets 1.1, 5, 6, 7 and 7.1 for unit sizes Vs lock options, mullion type, door/ sidelite, glass / sill types and anchors. Lower Design Pressure shall control. 2. For mulled units lower Design pressure of doors or mullion shall control for entire assembly. 3. Exterior Design Pressure= +50.0 PSF w/ threshold (sill type S-I). Sills (threshold) types SS-1 & SS-2 are not rated for water infiltration. See thresholds (sills) and glass type Al (True muntin) limitations notes, in sheet 6. 4. See Partial 7/16" & 1" Composite panels in sheet 6. Narrow stile sidelites are limited to 18" or less. 5. The frame are of alternate size must not exceed 125 ftZ, nor panel tested area and max. Panel height. LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use;,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. _ ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida and followed by the expiration date may be displayed in advertisiM hft;aVr;. Jf pny gorlian of the NOA is displayed, then it shall be done in its entirety. • • • . .. . . . . ... . INSPECTION: A copy of this entire NOA%iW?be provided to -the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. - This NOA revises Si renews 014-1103.05 sonsists of this page 1 and evidence pages E-1& E-2, as well as approval document mentioned above. • • • • • • • • • • • • • • • • • • • The submitted documentation was reviev3;d,•byIshagl. Clt411da,.?J9. -............. „.,,NOA No. 16-0329.03 , . — MIAMMADECOUNTY Ezpiration:Date November 09, 2021 �t` �^' :...-....•,.. ' .�r..i .t: s f: L :,:.y .> . . ._ . -ii�'• .•'..:"' ~?°. ApprOVfl D e J_une'30 2016 :... •eAR- •k-•'s.�'a+•.:• ri•�-.•.. •'".. •' .--.I. °',�... .dA..W....w.- .. icsr .. t. ta......n ..... Page 1 xi+4 w+w. +-n..-ao.. -+-1 .,..� •-.wr t, .wa. w .X... v. Esc �+.1+ .r...n. trf- ."'@' w-....-Ir�r'y�..^is •.•.w+r`wW-T------„'M �_. -..� �y �.T. 4Zr .. N... ire.,_ -ay.... '\ '�i .• M\+• ..� + ..r-► . . .p.v�.,.� .' ^.� ,�•� `w, w+� � a•' '° +.ti. '" ,. i1, .�` _��r .7."��"".r Y�'R.�w,�M� .w!.sr�•.. ��'��f.w+.� M{�'[ t— �.1r�y' v.,t 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No.W06-73 Rev I, titled "Series 450 Inswing Doors & Sidelites", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 3.1, 4, 5, 6, 7, 7.1 and 7.2 of 7, prepared by Al-Farooq Corporation, dated 10-27-06 and last revised on 03-22-16, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files#14-1103.05/#12-0706.04/#11-1025.03/#09-0723.04) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S-I only) 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 manufacturer's parts and section drawing marked -up drawings of aluminum In swing / Outswing door w/wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTI,-0080-0304-11 dated 11/28/2011 and HTL-0080-0902-11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B-5234.02-450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94. Along with manufacturer's parts and section drawing marked -up drawings of aluminum In/out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-97055 (0080-912-97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202-94, specimen #4, 5A, 513, 5C tested per PA201-94 & PA203-94, signed and sealed by Timothy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-01071 (0080-0402-02) dated 04/01/2002 tested per PA201-94 & PA203-94, signed and sealed by - Vinu J. Abraham, P.E. (subnj4teA in filo # 09-0723-04). Original tests conducted per SFBC, PA 201,202 &203-94 now knAm as 9BP,fiAS 2D1� 202 & 203-94. L ' " Is aq I. Chanda, P.E. • Product Control Examiner • • • NOA No 16-0329.03 .. . . . . . . �.. . ,,.,. ; r;.,+tea. a:= -. - ' •' • • •-. Expiration Date: November,09, 2021 _. _ _,..,. __•_ t _ ,�.-�.- _ .. _.-- . ` ' "� y'-""Approval Date:- Jane 30 ; 2016 �y.�.�._.�.rr....r......-- - '...�'—.Mt,`PwDe•�N(br'.+W'l .. '.. W +..5'tii�7'^"7'"�.I'-V�1.".."�..'CYCd9fWf^�¢.'4 - ........s. •M176�wM�1I �'' .... i':A+¢ INN - L...�r� .. �..�� 1'..•r.� w v�-.iw•o �r�'.....v-tiw4y= .Iiy�.f.J..+.a. d- --- wtir t..-.vr.r.....:r.....+s...•..�.r'I -� r'WrN.'+M'ti.++-+• w+_..-�� • r w-.r ..-` .,. - +s' - w .. .rY -. -_ - ;, .,.�.»,� y..r,.,Y� K �,,: � ,..,..-+t--.-=,M^. .-•-•�-•-n,,,r - _ � ��MM.i'�-A •,q, � "- «. :� .Y. e�µ.,.i.....Y __... _ # _,-..W!..fi �. y.. - - r.,•+"�•. ...�yv�'ry� a'�y,..ua.r�.es�+µ4.... 1K_.. yT;�e.+�.� �wVY�r�1iy. .rs '..'ArMtM., �tFA Y •W f+ �~r 4 � -. r -rr .�r+. "fi�~` .t.f+..,,• { :— J17V1 h w .w...r tp �T+n rt ,`G4'•d �`.v .M'�� . yTt„i` •A CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue): 3. Reference Certified Testing Laboratories test report # CTLA 3056WA, issued to CGI Windows & Doors Inc. pert TAS 201, 202 and 203-94 for specimen #1 thru #30 for laminated PVB glass, insulated PVB laminated glass with Duraseal and super spacers, signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS (Submitted under files #14-1103.05) 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation, dated 10/27/14 and last revised on AUG 27, 2015, signed and sealed by Javad Ahmad, P.E. 2. Additional intermediate horizontal mull calculations, prepared by Al Farooq Corporation, dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.E.(Submitted under file # II- 1025.03) 3. Glazing complies w/ ASTME-1300-02, -04 & -09. 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. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) (Former Solutia, Inc.) for the "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18. 3. Notice of Acceptance No.15-1201.11 issued to Eastman Chemical Company (MA) (Former Solutia, Inc.) for the "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. F. STATEMENTS (Submitted under files #14-1103.05) 1. Statement letter of conformance to FBC 2014(5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 10/03/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This NOA revises & renews # 14-1103.05, expiring on November 09, 2021. 2. • Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane Testing lab). .. G o * . . . . . .. ° 3. Test proposal dated 12/li/14 a �oedbitkt •and Test proposal # 10-0940, dated 11/17/10 approved by Bt4o •.; •. • • • • • hhakl 1. Chanda; P.E. . . Product Control Examiner • • • NOA No 16-0329.03 .. . . . _ �....._. �,. ._�•. _ _ ._ _ _ _ • • • . • __ .• • • ---Expiration Date: November 09, 2021, Approve ate June 30 , 2016 • �--v-•.*----'a i_ra�ae�..--,r--•,.r_,•-""—"�•---�.as--� � _.: r-- - _ _ _ _-. •--�-..m.?rr.- •„�r-�- ",.----.a•- �ca�u-...: .: -a. ...-K .,.r• - - v. -.Y ..�...-.a.-•a�.+«. -• - s _ ._ -. .___nw—.+_A? +. "°_ � �. ._-�Y.w.+tn-_. _ •. •.-�• :• •A•.a _.•-.. •NR•. •" `*r%r:iL.. .�..� ,J•n_��'. -s. �. • ti .....a. s.. ,r n•.6•r.- ..... +. i�•r1 Jl, - ,.� a � ° .� '1!•' ... .. _ . - • . +. �.w - a4 ci'.w � .*o:ti�.i...-....: ry. i. '�i. t,s -i_-....r..... .ter... .•,.�. - _ _ _ ��..�......+.. _ _— _ — - _ .11.s_.. ..�i ' -Ifr— - -. - s -,y,,. yY-.. �;�c :: yam. ,, yr -ti'•�� '+t... ,•,•: _ ril4 .. ._f .. _ tiY •- .. r 4,r.1•. s r , �.. A-..t -.. .[ t• r, ... ,a., -v:� ��M�•"W1w'"/I•M••'i: o<`GWwr•N �•- :,,.'.,�,.i r.- Y '' ..��' �,1�r ylYy.�..-- .�.�ry�y�..p��y►� s r .+.qt i►, a .•r+1 y..twY. ♦ .14 �, r. �,ya•r,41.... p.+a �'iH"• - ��1 + .+.A1 h a...•�7s;rR'p"' 1►'R'NA.•n'Va•.n.-.�i�•' -•� ►�.. Y'NS�T/i��.4T.° ' �M• _ ♦.'h � A.•,� r � '�. ..r MIAMI•QADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strcet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.gov/eeonomy CGI Windows & Doors 10100 N.W. 251' Street Doral, FL 33172 SCOPE: This NOA is being issued under the applicable nines and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code.. This product is approved as described herein, • and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. iDESCRIPTION: Series "560" Aluminum Sliding Glass Door w/ wo Reinforcements - L.M.I. r APPROVAL DOCUMENT: Drawing No. W08-14, titled "Series 560 Alum Sliding Glass Door - LMI", sheets 1 through 13 of 13, including sheets 2.1 and 9.1, dated 02/08/08, prepared by Al-Farooq Corporation, with latest revised "H" dated 02/29/16, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. ' MISSILE IMPACT RATING: Large and Small Missile Impact Rating. 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 inspectionnt the j&sitt attke�request of the Building Official. This NOA revises NOA# 15-0302.06 and'gonsijts;oal,:atitl Ctlidence pages E-1 and E-2, as well as approval document mentioned above. .. ... .. •. : : ..• The submitted documentation was reviewed by Jorge M. Plaseneia, P.E. • • : : NOA No.16-0303.01 .,,. MIAMMADE COU • • : • • • 07 0 • • • . . Expiratlon Date: June 12, 2017 r-- r..,.�-, ,_ .� .• ..t�..' . - -•+_ - Approval Date:;March.17,2616, - x- a--- . �.., . p�,`\(. •_�. .- - :•:: :.:' �,'� •� . _.. ,.,�. �.. Page - .. W •4 � (� .. � � ,. � - _qM 1. •� - 'r a.. . J - - F � - . �, _ y.r.• - f,.��y.,.+�,. ry�+�w�.� •+y..y�...yy �.�t .' r w�. 1..+A•-�.ri.�r r �...�+ y .r.ra •M:��. f.-�u�^� +. +1!h�^-.%_ ..i..•...'wW'.'X•'�rJ�1.1+.r- _+•-p^r..,...T �i+M HI .V.�. M*'N_ aT...sq,�e•+ -ry+Fi {.-` �r •^v�-/(►VF' N4'.'�.a.. CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's# 08-0304.05 and 09-1209.06) 2. Drawing No. W08-14, titled "Series 560 Alum Sliding Glass Door — LMI", sheets 1 through 13 of 13, including sheets 2.1 and 9.1, dated 02/08/08, prepared by Al—Farooq Corporation, with latest revised "H" dated 02/29/16, signed and sealed by Javad Ahmad, P. E. B. TESTS- 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202--94 4) Small Missile Impact Test per FBC, TAS 201 94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 94 7) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum SGD, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL-0080-0707 09, dated 11/10/09, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 09-1209.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum SGD, prepared by Hurricane Engineering Testing, Inc., Test Reports No.'s HETI-08-2070, HETI-07-4427, HETI-07-4405, HETI-07-4418 and HETI-074428, dated 02/29/08, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0304.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, 51b edition, dated 02/25/15 and 12/09/15, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. I5-0302.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE • • • ' • • • ' • • 1. Miami -Dade Department of Re"1jrX and-Wohomic Resources (RER) • • • • Jorge M. Plasencia, P.E. •• 0 0,90 roduct Control Unit Supervisor • ' • NOA No.16-0303.01 . ,.,..� �:.,. a..,., - -• ' ExpirationDate- June 12, 2017 - APpcovai Dati "January 7, 2016`` - y .i .�...i._ _.. - _. _. - ,.r.o,....'. ,� ,. r _ ,,- y +—+r'� •'�!.jC�; "` .R,iYl� t� • . ��.—_ :.,...—_- �. - ""¢ :'!i" yy �� •-�','..o.¢y,.-.:..-.-..#-.•...s,......�..�--+- ,.•r.�—��,r-,��!.•�.•�i�.�•..--•r..••••.2�,y '..-•�-«,.-•.i-�.-.-,r--.-.� w.-_++r:r.... ;o •�.�.�..aw��••.MJ -.,E ....tf..er� .�,M �.e....+r e—.. Y.ls.3.,. - .. .rr..► .�•. .4 . � � .�.. -.� ,..�.......��.�- ,. L�..r+.... r y � . ..' w. �SY; .lti,_. yam,, �F �. {.{(��. y}J�r^'-stay y�.�. .�-.'.��" `- - •.M. y��-{� r��•'}'.1�._M�.- n, .cam. M+jW s•wi�+4�1��,i.f.Y• i� • .� Mr.•: � yLN!�y�.FN'. , - l !!F.+l�. ��h W ��ije �5'•K�M"Tr �I1N'v •w�. ,1.�X+•+'��'T .i�f `� +''.•f" �,��1�' i:.L •^'.�.�!Y�'.�.^ T ti•1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company (MA). for their "Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Cord' dated 06/19/2014, expiring on 12/11/2018. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas (Clear and White) Glass Interlayers" dated 06/25/2015, expiring on 07/04/2018. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2014, 5"' edition, dated 02/25/15, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No.15-0302.06) 2. Letter of Adoption of as his am, the Work of another Engineer per Section 61 G15- 27 of the FBPE, dated 03/03/10, signed and sealed by Javad Ahmad, P. E. (Submitted under NOA No. 09 1209.06) 3. Proposal No. 08-1653 issued by Product Control, dated 01/28/09, approved and signed by Ishaq Chanda, P. E. (Submitted under NOA No. 09-1209.06) 4. Laboratory compliance letter prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL-00804707-09, dated 11/10/09, signed and sealed by Vinu J. Abraham, P.E. (Submitted under previous NOA No. 09-1209.06) 5. Proposals No.'s 07 3001-R and 07 3001-R-1 issued by Product Control, dated 10/23/07 and 01/10/08, both approved and signed by Ishaq Chanda, P. E. (Submitted under NOA No. 08-0304.05) 6. Laboratory compliance letters prepared by Hurricane Engineering Testing, Inc., Test Reports No.'s HETI-08-2070, HETI47-4427, HETI- 07-4405, HETI-07-4418 and HETI-07-4428, dated 02/29108, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0304.05) G. OTHERS 1. Notice of Acceptance No. 15-0302.06, issued to CGI Windows & Doors, for their Series "560 Alum Sliding Glass Door - L.M.I.", approved on 01/07/16 and expiring on 06/12/17. ....... . .. .. . . ........ • ......... . .. ... .. . .... • • • • Jorge M. Plasencia, P.E. . . .... .... • Product Control Unit Supervisor •V NOA No. 16-0303.01 :x,.,; �„ . __ �a._ _ • • ,Expiration Date: June`-12, 2017 `'*Approvnl Date: "January 7, 2016 � ••- - �";� S y'""- a ap-- .t _ � : '• • r.• •�'- ,r 391102 is _ 'i i. •' .''_.-�"` '7•'.� '' +r •� Y .�it"w"'"", ,�ik • _ w u .....•,.-r .i,y.�.�. d`i-� a+.r-•w.-r-- ..,.. „F.:..,.,�..,. �_ .,:,iti •.v•.: •—;..r... • •.�_� �.—•---�.++.--�;� ti, �..-.`..........y...ry:..�..s,a� ,....•_ _. -- `►r ��`41 #l. atw _ - � � �.� -.. _ 1 - . Rt - a �+- �+r.iJC: df ` •_ 'r �"""'��r°"� ��r�%iF.� s ti +w1! i asYr.�7"j.s: � - �'�w'.•w P1/.+...��'�•K'. #-::.w^ �..1��k-r� �,}w_�'�✓n�",r.,.a -t�"'�` �.,._ 'Fm'�-• �`?�� "`'tr:•""e. A EXISTING WINDOW NOT PART OF THIS EXISTING WINDOW NOT PART OF THIS . PERMIT EXISTING WINDOW NOT PART OF THIS PERMIT EXISTING DOOR NOT PART OF THIS PERMIT GROUND FLOOR PLAN SCALE: 1/8"=F-0" .. ... . . . . . .. • ......... . .. ... .. . . . .. 000 • • • • SECOND FLOOR PLAN • • • • • • SCALE: 1/9'=P-0" . . . . . . . . . . . .. •• • • . .. .. EXISTING DOOR NOT PART OF Tl PERMIT EXISTING WINDOWS NOT PART OF THIS PERMIT EXISTING DOOR NOT PART OF THIS PERMIT EXISTING WINDOWS NOT PART OF THIS PERMIT QJ& RECEIVED JUN 08 2017 1S! w o C) �� J Q Q) Q Wcn C� r. m W J } a F— r z F z O _ > LJ a n~. w c c ® cc 0,- L] 0 I— z C U LLj Q Qir _� ' DRAWINGS NOT VALID UNLESS SIGNED, SEALED AND DATED BY YURIS OJEDA, P.E. YURIS OJEDA, P.E. 14 NE FIRST AVE. SUITE 200 NIIANII, FLORIDA 33132 P:(305) 345-3335 F:(305) 351-8854 e: yuris@ojedape.com www.ojedape.com C' 6_0'7-Zol 7 YURIS OJEDA STRUCTURAL FLA. PE # 72071 FLOOR PLAN as O � A �'6 0 o0 U rx � a ZONEA +45.1 PSF AiQ 1 -48.9 PSF ZONE:5 ZONES 1 1 +44.0 PSF +44.0 PSF - 58.3 PSF -58.3 PSF N O F ZONE:5 ZONE:5 +45.1 PSF +45.1 PSF o u, -60.4 PSF O O -60.4 PSF N O 0�. a Lil ° O M® EXISTING WINDOW NOT PART OF THIS PERMIT EXISTING DOOR EXISTING DOOR NOT PART OF THIS NOT PART OF THIS PERMIT 54'-0" PERMIT EXISTING ORNAMENTAL WOOD SHUTTERS NOT SHOWN FOR CLARITY (TYP.) FRONT SIDE ELEVATION SCALE: 1/8"=l'-0" ZONE:5 +45.1 PSF ZONES -60.4 PSF +45.1 PSF -60.4 PSF E- Cx�7HIE EXISTING ORNAMENTAL WOOD SHUTTERS x O EG SS NOT SHOWN FOR CLARITY (TYP.) o N O • . 0.0: 00- EXISTING WINDOWS AND DOOR ZONE:5 RIGHT SIDE ELEVATION NOT PART OF THIS PERMIT 45. PSF • • • SCALE: 1/8"=l'-0" =60. P F ; • ; ... . . • • • • • . ' ..'. . . • • • • DRAWINGS NOT VALID UNLESS SIGNED, SEALED AND DATED BY YURIS OJEDA, P.E. YURIS OJEDA, P.E. 14 NE FIRST AVE. SUITE 200 MIAML FLORIDA 33132 P:(305) 345-3335 F:(305) 351-8854 e: yuns@oJedape.com www.ojedape.com 06-4c1--301`7 YURIS OJEDA STRUCTURAL FLA. PE # 72071 00 M M M O r—c) P-+ ON x H-r zo�'�� 3w.dMo 0 ELEVATIONS as 0 �: �o A c o sx � - a Oc- = O >; Z; f ? i o a� 0 UAv�r�v�ii, YURIS OJEDA, P.E. ZONEA 14 NE FIRST AVE. SUITE 200 +45.1 PSF MIAMI, FLORIDA 33132 -48.9 PSF ZONE:5 P:(305) 345-3335 F:(305) 351-8854 PSF e: @ o� ZONE:5 -60.1 -60.4 PSF ww cmm J Pe• +45.1 PSF -60.4 PSF EXISTIN ORNAMENTAL WOOD SHUTTERS NOT SHOWN FOR CLARITY (TYP.) E•-• x J N� o6 -per Zc�1� K 0 1 YURIS OJEDA STRUCTURAL FLA. PE # 72071 � O 54 -0 EXISTING WINDOW M EXISTING WINDOW ZONEA REAR SIDE ELEVATION ZONEA Q NOT PART OF THIS PERMIT Q NOT PART OF THIS PERMIT +45.1 PSF SCALE: 1/8"=r-0" +41.6 PSF -48.9 PSF -45.4 PSF U W �w O � � ZONE:5 ZONEA a x +45.1 PSF +45.1 PSF -60.4 PSF -48.9 PSF M 4w - ELEVATIONS N O a Fln z . . .. .•. ... A ..... • . • ... . . ... .. . .... 0 ..• • 0 Go* goo "' ' 000 •0 g • o 000 • NOT PART OF THIS PERMIT ZONES p c o M LEFT SIDE ELEVATION +45.1 PSF >;S! • • • • • • • • • • . • • • • • . . .mac SCALE: 1/8"=F-0" -60.4 PSF �,A OO pp p �y 000 • • ... • DRAWINGS NOT VALID UNLESS SIGNED, SEALED AND DATED BY YURIS OJEDA, P.E. A as 0 >: �q A� o a MARKS: A, B, C, D, E, F, G, H, J, K(BOTTOM), L, M 1) SERIES "SERIES 360 " ALUMINUM SINGLE HUNG WINDOW - L.M.I. (LARGE MISSILE IMPACT RESISTANT) AS DESIGNED AND MANUFACTURED BY CGI WINDOWS & DOORS IN ACCORDANCE WITH METRO-DADE PRODUCT APPROVAL No. 15-0512.07 EXPIRATION DATE: MAY 05, 2020 SEE ELEVATIONS FOR COLONIAL PATTERN GL-A: 13/16" LAMINATED INSULATED GLASS GLASS COLOR: CLEAR LOE 366 FRAME COLOR: WHITE ESP FRAME TYPE: FLANGE FRAME GLAZING BEAD TYPE: SQUARE BEAD _ 1/8" ANNEALED GLASS (EXTERIOR LITE) _ 3/8" AIR SPACE _ 1/8" ANNEALED GLASS 0.075" INTERLAYER SAFLEX CP WITH PET CORE BY "EASTMAN CHEMICAL CO." OR 0.100" INTERLAYER SAFLEX HP BY "EASTMAN CHEMICAL CO." OR 0.090" SENTRYGLAS BY "KURARAY AMERICA, INC." _ 1/8" ANNEALED GLASS (INTERIOR LITE) MARKS: I 2) SERIES "238" ALUMINUM CASEMENT WINDOW (LARGE MISSILE IMPACT RESISTANT) AS DESIGNED AND MANUFACTURED BY CGI WINDOWS & DOORS IN ACCORDANCE WITH METRO-DADE PRODUCT APPROVAL No. 15-0512.19 EXPIRATION DATE: OCTOBER 26, 2018 GL-B: 3/4" LAMINATED INSULATED GLASS GLASS COLOR: CLEAR LOE 366 FRAME COLOR: WHITE ESP FRAME TYPE: FLANGE FRAME GLAZING BEAD TYPE: SQUARE BEAD _ 1/8" TEMPERED GLASS (EXTERIOR LITE) _ 1/4" AIR SPACE 1/8" ANNEALED GLASS _ 0.075" INTERLAYER SAFLEX CP WITH PET CORE BY "EASTMAN CHEMICAL CO." OR 0.090" INTERLAYER SAFLEX BY "EASTMAN CHEMICAL CO." OR 0.090" BUTACITE PVB BY "KURACAY AMERICA, INC." OR SENTRYGLAS BY"KURARAY AMERICA, INC." _ 1/8" ANNEALED GLASS (INTERIOR LITE) MARKS: K (TOP) 3) SERIES "238 DESIGNER" ALUMINUM FIXED WINDOW (LARGE MISSILE IMPACT RESISTANT) AS DESIGNED AND MANUFACTURED BY CGI WINDOWS & DOORS IN ACCORDANCE WITH METRO-DADE PRODUCT APPROVAL No. 15-0512.15 EXPIRATION DATE: OCTOBER 20, 2018 GL-C: 3/4" LAMINATED INSULATED GLASS GLASS COLOR: CLEAR LOE 366 FRAME COLOR: WHITE ESP FRAME TYPE: FLANGE FRAME GLAZING BEAD TYPE: SQUARE BEAD _ 1/8" TEMPERED GLASS (EXTERIOR LITE) _ 1/4" AIR SPACE 1/8" ANNEALED GLASS _ 0.075" INTERLAYER SAFLEX CP WITH PET CORE BY "EASTMAN CHEMICAL CO." OR 0.090" INTERLAYER SAFLEX BY "EASTMAN CHEMICAL CO." OR 0.090" BUTACITE PVB BY "KURACAY AMERICA, INC." OR SENTRYGLAS BY"KURARAY AMERICA, INC." 1/8" ANNEALED GLASS (INTERIOR LITE MARKS: N, 0 4) SERIES "450 ESTATE" ALUMINUM INSWING GLAZED DOOR (LARGE MISSILE IMPACT RESISTANT) AS DESIGNED AND MANUFACTURED BY CGI WINDOWS & DOORS IN ACCORDANCE WITH METRO-DADE PRODUCT APPROVAL No. 16-0329.03 EXPIRATION DATE: NOVEMBER 09, 2021 GL-D: V INSULATED LAMINATED GLASS GLASS COLOR: CLEAR LOW-E 366 FRAME COLOR: WHITE ESP GLAZING BEAD TYPE: CONTOURED OGEE BEAD _ 1/4" TEMPERED GLASS (EXTERIOR LITE) 1/4" AIR SPACE _ 3/16" ANNEALED GLASS _ 0.075" INTERLAYER SAFLEX CP WITH PET CORE BY "EASTMAN CHEMICAL CO." OR 0.090" INTERLAYER BUTACITE PVB BY "KURACAY AMERICA, INC." _ 3/16" HEAT STREN'D GLASS (INTERIOR LITE) MARKS: P 5) SERIES "560" ALUMINUM SLIDING GLASS DOOR, TWO TRACKS (LARGE MISSILE IMPACT RESISTANT) AS DESIGNED AND MANUFACTURED BY CGI WINDOWS AND DOORS, INC. IN ACCORDANCE WITH METRO-DADE PRODUCT APPROVAL No. 16-0303.01 EXPIRATION DATE: JUNE 12, 2017 (REINFORCEMENT AT INTERLOCKS IS NOT REQUIRED, 2-1/2" SILL HEIGHT REQUIRED) GL-E: 1" LAMINATED INSULATED GLASS GLASS COLOR: CLEAR LOE 366 FRAME COLOR: WHITE ESP GLAZING BEAD TYPE: CONTOURED OGEE BEAD _ 3/16" TEMPERED GLASS (EXTERIOR LITE) _ 5/16" AIR SPACE _ 1/4" ANNEALED GLASS 0.075" INTERLAYER SAFLEX CP WITH PET CORE BY "EASTMAN CHEMICAL CO." OR 0.090" INTERLAYER SENTRYGLAS BY "KURARAY AMERICA, INC." _ 3/16" ANNEALED GLASS (INTERIOR LITE) SERIES "ALUMINUM CLIPPED MULLION" (LARGE MISSILE IMPACT RESISTANT) AS DESIGNED AND MANUFACTURED BY CGI WINDOWS & DOORS IN ACCORDANCE WITH METRO-DADE PRODUCT APPROVAL No. 15-0420.08 EXPIRATION DATE: MARCH 28, 2018 MULLION COLOR: WHITE ESP NOTES: 1: DOOR AND WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT NOTICE OF ACCEPTANCE. REFER TO PRODUCT CONTROLS 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL N.O.A, DESIGN PRESSURES AND SIZE ARE PART OF THE PERMIT, ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (BEAMS, COLUMNS, FRAMING,ETC. SHALL BE DESIGNED BY OTHERS TO WITHSTAND THE LOADS POSED BY THE GIAZ"Cy NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY . , • • • • • 4: WHERE THERE IS A DROP OF MORE THAN 4 FEET ON TIxC� FA0SId5*OP tIISDC WAND THE SILL IS LESS THAN 36 INCHES IN HEIGHT ABOVE THE NEAR SIDE WALKING SURFACE, BAPFWAINS S%IrLI; Br PROVIDED TO PREVENT THE FALL OF PERSONS WHEN SUCH WINDOWS ARE OPEN OR FIXED. SAFEGUARDS NOT LESS THAN 42" IN HEIGHT IN AND AROUND BUILDINGS OF GROUP R OCCUPANCIES SHALL PROVIDE PROTECTION FOR CHILDREN BY PROVIDING ADDITIONAL RAILS, VERTICAL PICKETS OR AN ORNAMENTAL FILLER BELOW THE TOPOAIL WHICH WILL RFJECT.A 4 INCH DIAMETER OBJECT. THESE SHOP DRAWINGS DO NOT INCLUDE THE DESIGN OF ANY SIFEtUAROS INC PgOTE T'1�jON 'PO PREVENT THE FALL OF PERSONS, CONTRACTOR SHOULD PROVIDE THEM IF REQUIRED REI%R T0.nC-f0f4 EDI'FIZA 5: FLORIDA BUILDING CODE 2014 EDITION REQUIRES THE EGRESS WI;I1 W TO'A OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING CLEAR OPENING OF NO LESS THAN 20"IN WIDTH, 24" IN HEIGHT AND 5.7 SQ.FT. IN AREA THE BOTTOM OF THE OPENING SHALL NOT BE MORF.IVV 44"OF THE FINISHED FLOOR THE MODE OF OPERATION SHALL NOT REQUIRE THE WSE OF Akl:Y 10W SPEC14L, KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE REQUIRED CLEAR OPENING AND NOZ'A& QF' Hr j4EGHA:4I$MVHALL BE PLACED HIGHER THAN 54" ABOVE THE FINISHED FLOOR. .:. ; • •; •. • • :. DRAWINGS NOT VALID UNLESS SIGNED, SEALED AND DATED BY YURIS OJEDA, P.E. YURIS OJEDA, P.E. 14 NE FIRST AVE. SUITE 200 MIAW FLORMA 33132 P:(305) 345-3335 F:(305) 351-8854 e: yuris@ojedape.com www.ojedape.com YURIS OJEDA STRUCTURAL FLA. PE # 72071 00 M m M M Q E-� U 0 W *w F.,.7 O*� O W � 0-4 zo �l� M � � M M N 5 V a SPECIFICATIONS � O a> A o �o 0 o '> U LAI 00 5 1 " F.W. MARK: N QUANTITY: 1 _k 51" F.W. it MARK: O QUANTITY: I 1/4" DIA. ULTRACON BY "ELCO" THRU Ix BUCKS INTO CONC. OR MASONRY WITH 1-1/4" MINIMUM EMBEDMENT, LOCATE ANCHOR AT 6" MAX. FROM ENDS AND AT 19-3/8" MAX. O.C. 2-1/2" MIN. CONCRETE EDGE DISTANCE, F'c=3000 PSI MIN. Ix_ WOOD BUCK (DESIGNED BY OTHERS) SHALL TRANSFER SHEAR LOAD TO MAIN STRUCTURE, BUCKS NEED TO BE SEALED y� AND INSTALLED PLUMB e EXTERIOR 1/4" SHIM (MAX) x u UNREINFORCED INTERLOCKS 119-3/8" F. W� AS PER NOA No. 16-0303.01 10 Ix_ WOOD BUCK (DESIGNED BY OTHERS) SHALL TRANSFER SHEAR LOAD TO MAIN STRUCTURE, BUCKS NEED TO BE SEALED AND INSTALLED PLUMB 8" i_ 1 2-1/2" SILL HEIGHT REQUIRED x w 0 00 2" x 4" SOUTHERN YELLOW PINE PRESSURE TREATED WOOD BUCK MARK: P CONNECTED TO CONCRETE OR MASONRY WITH 1/4"DIA. "ELCO ULTRACON" WITH 1-1/2" EMBEDMENT AT 3" FROM BUCK ENDS AND QUANTITY: I AT 8" MAX. O.C. BUCK SHALL TRANSFER SHEAR LOAD TO MAIN STRUCTURE, BUCKS NEED TO BE SEALED AND INSTALLED PLUMB, CONCRETE f'c= 3000 PSI MIN. 2-1/2. MIN. CONCRETE EDGE DISTANCE, I" MINIMUM WOOD EDGE DISTANCE, C90 HOLLOW OR FILLED BLOCK AT IAMBS MIN. f' m= 2000 PSI 2-1/2" MIN. F7^ 00 r"! 1/4" DIA. ULTRACON BY "ELCO" THRU Ix WOOD BUCI INTO CONCRETE WITH 1-1/4" MIN. EMBEDMENT • • •l"AIE ANCHOR AT 6" MAX. FROM ENDS AND AT • 24loMAX..C•f V2":411. CplkeRETE EDGE DISTANCE • • F��3(�1� 1 I�IIN! i • � • • •• ••• •• • • • •• A JAMB DETAIL ; •: : • UEA79 DETAIL SCALE: N.T.S. :. • , • • : • •,�CgL: N.T.S. ••• • • • • ••• • • . ..... . ... . ...... . .... WINDOW OR DOOR FRAME CONNECTION TO SUBSTRATE AS PER MIAMI-DADE PRODUCT APPROVAL ALUMINUM WINDOW OR DOOR FRAME JAMB, HEAD OR SILL AS PER WINDOW . • . SHOP DRAWINGS AND MIAMI DADE NOA .4 •: ' LL 1/4" SHIM (MAX) • EXTERIOR 2" x 4" SOUTHERN YELLOW PINE PRESSURE TREATED WOOD BUCK CONNECTED TO CONCRETE OR MASONRY WITH 1/4" DL4. "ELCO ULTRACON" WITH 1-1/2"EMBEDMENT AT 3" FROM BUCK ENDS AND AT 8" MAX. O.C. BUCK SHALL TRANSFER SHEAR LOAD TO MAIN STRUCTURE, BUCKS NEED TO BE SEALED AND INSTALLED PLUMB, CONCRETE f'c= 3000 PSI MIN. 2-1/2" MIN. CONCRETE EDGE DISTANCE, I"MINIMUM WOOD EDGE DISTANCE, C90 HOLLOW OR FILLED BLOCK AT JAMBS MIN. f' m= 2000 PSI ALTERNATE WOOD BUCKING DETAIL APPLICABLE TO ALL WINDOW OR DOOR JAMB, HEAD, SCALE: N.T.S. DRAWINGS NOT VALID UNLESS SIGNED, SEALED AND DATED BY YURIS OJEDA, P.E. YURIS OJEDA, P.E. 14 NE FIRST AVE. SUITE 200 MAIvII, FLORIDA 33132 P:(305) 345-3335 F:(305) 351-8854 e: yuris@ojedape.com www.ojedape.com 06--0c-1 an 17 YURIS OJEDA STRUCTURAL FLA. PE # 72071 00 M M M U ¢c) W IN � Z r— c) a 0x H O ellM V1 � � M sN 5v�•�a I WINDOW SCHEDULE 0 O A �o 0 0 •� 0 U a O t- O>4o M� v-� o E—H c ..r AUAvsrcn 1/4" DIA. ULTRACON BY "ELCO" DIRECTLY INTO CONCRETE WITH 1-3/4" MIN. EMBEDMENT, LOCATE ANCHORS AT 6" MAX. FROM ENDS AND AT 24" MAX. O.C. (INTERMEDIATE ANCHORS), 2-1/2" MIN. CONCRETE EDGE DISTANCE, f 'c=3000 PSI MIN. O a w u x zt lz SILL DETAIL 6.2 SCALE: N.T.S. 2-1/2" MIN. 5/16" DIA. ULTRACON BY "ELCO" CONC. EDGE DIST. THRU 1 x_ WOOD BUCK INTO 3-1/8" MIN. CONCRETE 1-1/4" MIN. EMBEDMENT LOCATE ANCHORS AT 6" MAX. FROM HEAD ENDS AND AT 18" MAX. O.C. CLUSTER OF (6) ANCHORS AT MTG. STILES @ 4" MAX. O.C. • ►• ". •' 3-1/8" MIN. CONCRETE EDGE DISTANCE • " : f'c=3000 PSI MIN. Ix_ WOOD BUCK (DESIGN BY OTHERS) SHALL TRANSFER SWAR ttjAQ Tp MITI : . • • � �CTU�a)J �gT,4 ICED Fw PLUMB A • • • . • X w • • • • • • • • • • C HEAD CONNECTION DETAIL • 6.2 SCALE: N.T.S. Lo• ••• • • • • ••• • • • • • • • • • • • • • •• •• • . . •. .• Ai Ix_ WOOD BUCK (DESIGN BY OTHERS) SHALL TRANSFER SHEAR LOAD TO MAIN STRUCTURE, BUCKS NEED TO BE SEALED AND INSTALLED PLUMB 5/16" DIA. ULTRACON BY "ELCO" THRU Ix_ WOOD BUCKS INTO CONCRETE 1-1/4" MIN EMBEDMENT INTO CONCRETE, LOCATE ANCHOR AT 6" MAX. FROM JAMB CORNERS AND AT 18-1/2" MAX. O.C. 3-1/8" MIN. CONCRETE EDGE DISTANCE, f'c=3000 PSI MIN. EXTERIOR 1/4" SHIM (MAX) t'B-"\ JAMB CONNECTION DETAIL 6,2 SCALE: N.T.S. v O X w 5/16" DIA. ULTRACON BY "ELCO" DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBEDMENT LOCATE ANCHORS AT 6" MAX. FROM SILL ENDS AND AT 18" MAX. O.C. CLUSTER OF (6) ANCHORS AT MTG. STILES @ 4" MAX. O.C. 3-1/8" MIN. CONCRETE EDGE DISTANCE f'c=3000 PSI MIN. /-2-1/2" SILL HEIGHT (TYP.) IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED IF IT IS REQUIRED USE NON SHRINK, NON METALIC GROUT f'c= 5 KSI MIN. .P3-1/8" MIN. J� CONC. EDGE DIST. D SILL CONNECTION DETAIL 6.2 SCALE: N.T.S. DRAWINGS NOT VALID UNLESS SIGNED, SEALED AND DATED BY YURIS OJEDA,-P.-E. YURIS OJEDA, P.E. 14 NE FIRST AVE. SUITE 200 M A MI, FLORIDA 33132 P:(305) 345-3335 F:(305) 351-8854 e: yuris@ojedape.com www.ojedape.com YURIS OJEDA STRUCTURAL FLA. PE # 72071 00 M_ M M W �w � M 5z M zN 84 4 WINDOW SCHEDULE � O o A �o 0 o0 a Or-- D+"C�'CFoN -2 -M - 0 _, 8 UAv2r�� .�,�r'vw:A`.`r"F""-.��`-•'�'"+..i�+...i��_..9..+e�: ti,�` w +..:._ � v.�•�'.�,+:"'.,'�"adr�,:.'i-�".•i,,"."••�.��i,�"`�: ..•s�•,�.'�''.=.`� =mq: tom. two;. yA�• �. .y ''.. - . w•..>_ - ,�T.``.,4.' """G...Ix'�"'.'.'fC "'b r r ..-•e-�wi_.x � _ _..ucr•� c.Wat.+_w.au ..r- _ - �J � .�......w .� -, •- _ d ,ti, - . r - _ � _..�.._ _y "... � *avrf - fa .r . M+-r �+y•._ ,�. - Y .a-�MG-�!•.•�e•A+�X..::wr:�.. _ .._ .+ .1.. .-iq.,ei..,,.i,�.r__ �►,,,�.:.:.�w9•� . i•.iwr�7A•i�'i :+-�:',.-'�+..-=.-.�r� �-"-.r+e ,:a aw,oMr-:^.�tY!�tA'�. M ��a��es F=+ eA •r«� ,rt•.-+.'n �YP 1-G--A EL T 10 .- SERIES �y450, �1LUMINUIVI�INSWING GLAZED DOORS==i'hITH=,QR �yVITHOUT':' .SIDEL - •-, -FRAME WIDTH"m - , , _ •,._, «... .: .-y .. .', _. _ - - 6 7/8" o 0 W o Q a INSWING X o D.L. OPG. WIDTH INSAN VE \ X ST 1 INSWING STEPS TO USE CHARTS SEE SHEETS 6 & 7. NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. LIMITED PER FBC 2014 6 7/8" 74-1/2" 113-1/16" FRAME WIDTH FRAME WIDTH 1) — — 00 T 6 7/8" Dr:l� LOPGD.L30PG. 6 7/8" S E SHEENGES WI TH LOCKING OPTIONS SEE CHART SHEET 1.1 LH CONFIGURATIONS SHOWN RH SIMILAR SADDLE SILL s \ t / \ 1 / \ I / I I ACTIVE 1 / INACTIVE xx 140" TESTED FRAME WIDTH DS-I H-1 H-I 4 3 3 I \ / j \ / \ I / I X/ D.L. OP . /�A\ WIDI� f T Lu w/ \\ I / I \ I I / I / ACTIVE INACTIVE • • • • • • I • • • S-I IMULTIFLE SiUELITES"•W/ b00RS 3 WITHIN TESTED FRAME VE i RE SAII,ApLE S41 S42 1 5• SO. -FT* TkT'-*-D • •i• Fit•AN A%E'A •i• :• •: V2LAV S-I 3 SS1 (SS24 4 00 I i I / / 1 \\ I \ I \ I I \ I / LL_\ \\\ I L__�_ ACTIVE OXO FRAME \,/IDTH <X: FRAME WIDTH 1 <) DOOR/SIDELITE PANEL WIDTH D.L. ❑PG. WIDTH 26-9/16' 50-1/2' 23-3/4' 12-3/4' 32-9/16' 62-1/2' 29-3/4' I8-3/4' 38-9/16-174-1/2' 35-3/4' 24-3/4' 44-9/16 86-1/2- 41-3/4' 1 30-3/4' FRAME EIGHT DOOR/SIDELITE PANEL x HEIGHT D.L. OPG, HEIGHT 82-3/4' 80-7/8' 67-3/8' 84-3/4' 82-7/8, 69-3/8' 90-3/4, B8-7/8' 75-3/8' 96-3/4' 94-7/8' 81-3/8' 102-3/4' 100-7/9, 87-3/9' 108-3/4' 106-7/8' 93-3/8' 114-3/4' 112-7/8' 99-3/B' 120-3/4' 118-7/8' 105-3/8' " HEIGHTS FOR STD. THRESHOLD DWG. NO.: W06-73 revisions: F 10.06.14 NO CHANGE THIS SHEET G 0430.15 NO CHANCE TH6 SHEET H 05.13.15 REY. PER RER COMMENTS I D3.21.16 NOTE ADDED FRAME HEIGHT = PANEL HEIGHT + 1-7/8" STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1-5/8" �ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2.8125" FRODUC [ REVWED as comply wk! the FurwA Bwding Cede S-1 S-1 AoeepdomXO -D Z •4 3 3 IFApb*d �1e vmtc No%9. 7.� / SS1 SS2 SS1 (SS2--4 4 4 �S me f caaftd THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). STEPS TO USE CHARTS: 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2014 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A DOOR SYSTEM I.E. INSWING AND TYPE OF THRESHOLD FROM SHEET 6 AND LOCK OPTIONS FROM SHEET 1.1. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHARTS ON SHEETS 1.1, 5 do 6. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEETS 7 do 7.1) 6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY ON SHEET 5. 7. LOWER DESIGN PRESSURE FROM LOCKS CHART, THRESHOLD TYPE, PANEL PERFORMANCE CHART, MULLION PERFORMANCE CHART AND ANCHOR CAPACITY CHARTS AT MULLION AND MTG. STILE ENDS SHALL CONTROL THE ENTIRE SYSTEM. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. i;LIf 7 �/ 1�= Windows and Doors, Inc. 1i ; Or= 10100 northwest 25 street miomi, florido 33172 s of� product . Series 450 INSWING Doors & Sidelites /01VAL , date : 10-27-06 sheet 1 of 7 �1. + Y y...ilJney w s +{� , vW'- •v {.atr�44iif. - .Y .ii ,` t M .�. ` `�•.�+ yulp�. -rr� .»�- • •µ �' wtir..w ZT'�.^!b•Y/. .Rw .. - �! ya.. . _ _ ....r1iM"-., rrw •i � � w..ra Y... �.N .w �-�. . '�^r�+'{'�" y �_ . �iy� �� .r►Mw _ �. �,•�i aM• .'� V +�L., �ay�a� {jt� �+4.w IwW�A M�'hR1�• ,"s".•-,r { i• w�: - _ a... -es{ 1 ',f.Yil. �r.aM:+-.++..ri n � ate. y�� ,�h ^a"rM'+1{M .•�MY�r• .'w�-_.w..IL�MY4i� YMW'+�.+1rM��rA. -r-S i "{ t. F A :_ V . .,gr.yA r•�M1 ."� ! r ♦ ¢ - _ ?I:iYF'•'."'- .Vr. - r -n Y: v - M "YJ-- r. T _ Z_�4.K.•�.-_ . may '.. �^..'V'_...'•f:a-ka.�7wY 11�. _•_ .�.i�-.r 'y._a.'.wV_#.Jl '112M-A•��iiK0+r\"e�S�V' « s� _"]�'TS=.IS� .r. . Aa....-.Y J•,TNI�- S/N.ti.._A �'�F'K.-o�'.�fN.S{.�.-... _y _E V - tr . 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I.�iL�SC•�".v.•'_!w�eMvR_'MwA .�r. �__ �.• X+sI.w►..•..=-,._��. ,...q w�_ S_ ,,,- ..s - ��t� �._-_ .sr �'7„ s "•- r F �� Ir•r-•�• tir n -� � • '�+h.' �t �. ]d '".'r ��. : �.;.. �?' �i!--' .�..,-.4.,......�,. +�. c . ., '#.•--,: ' r � _ 'i .. .-'� - .$r .- }'�A, � �+a- i - .. � �� a>:'�.:rJ..- �-«'Try ' F � : . `^�' y _ .� � ,": ' �• `�` - - `4 t�- S i - t�.�,f •�-.It,� �.-.-r'�i•(, .. ,-.6YTn-e... ..+.N _+K ,-.... +i.•sa.1fA,%y' ,..�.. _ � � �.. - :. _ _ _ ., r � �`. 1s ._. �. _-. _ ..mil.- . -.. - _ .... _ . _. .. �... �. ..r.` �,... ... _ -^'---••� Y s _ "r.u_._. - ,..i� .'.i: {,. i -w. -•teC..9ttitl1 r G .,.^ •'s •r4N} •-:. rYWvww °C1t- `"•ML-_. t"' 'CRT-��..�hC4..J5^'X' �WP.N-8':etl5.Y'3Jwi....Y"•Si{'"`S-*"liY'r` "•+�: .3.9i• "4dti^�IY]IO�.Jt" - �•• a .� ri.• ..w-�r,+r......w.-......... �.r��,..r.�ywas.-. .....� �. _. .. �.. -.-.v, .. .. .- - .,:r.w,r,..ya..r,r,..r.+ .. __ _.. _'. -. ft-�'+�+r�+r�+-•... i a �w�r+a>s�..-•.. .. wwrvs...... -s."r�r aw- � ...wa+.ar«n-"-.. w LOCK OPTIONS AND CAPACITY 38-9/16" MAX. LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) TRUE HORIZONTAL MUNTIN (1 OR MORE PER DOOR OR SIDELITE PANEL) 4 M I N z O e 8 Lo O n Y M 10A 10AA 10B 10C & 10CC 10 F - FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) ` 84-3%4" s90.0 90.0 100.0- 110.0 100.0 110.0 65.0 65.0 100.0 110.0 96-3/4" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 90.0 90.0 108=3/4" 1 - - 100.0 110.0 100.0 110.0 - - 90.0 90.0 120-3/4" 1 - - 70.0 1 70.0 1 70.0 70.0 - - 70.0 70.0 41 0A COPPER CREEK W/ CGI 3 POINT 1OAA BALDWIN W/ CGI 3 POINT 10B REGENT COMMERCIAL 3 POINT 10C BALDWIN SINGLE POINT LOCK 1OCC COPPER CREEK SINGLE POINT LOCK 1OF SURFACE MOUNTED LOCK 74-1/2" MAX. FRAME WIDTH 3 POINT12 LOCK I \ , I / I \ I \ / \ I I / \ I I / I / ACTIVE INACTIVE X OR O xx 12 OPTIONAL TRUE MUNTINS-1 RESIDENTIAL HARDWARE DOOR OR SIDELITE I •• ••• • • • 4 z 0 = a r, -j m \ n I rn 74-1 /2" MAX. FRAME WIDTH REGENT 12 COMMERCIAL 3 POINT LOCK 152" MAX. FRAME WID7 LEGEND _ -I - INSWING DOOR DETAIL ❑ - ITEM DESCRIPTION (see sheet 2 of 7) CGI DOORS (SEE SHEET 1) LJ bi 0 Q \\ 108 I \\ U- I / I /��• � U 5 5\ I /�/• �/ \ ACTIVE I INACTIVE I / xx 12 O- 0 COMMERCIAL HARDWARE • • • • •• HINGE L❑CATIONS 44.kfeAA'E HEIGHT NO. READ, MAX, SPACING • • YI413•e0-3/4' 3 35 1/2' ABOVE 90-3/4' UPT❑ 120-3/4' 4 44 1/2' • ••• • • LJUU1�S Wj I H 3 HINULS LIMITED TO 100 PSF FRAME HEIGHT = PANEL HEIGHT + 1-7/8" STD. THRZSHCtD) : : : : : : : : FRAME HEIGHT = PANEL HEIGHT + 1-5/8" (ADA TdRESHO:W • ••• ; ; • •: : ; FRAME WIDTH = PANEL WIDTH + 2-3/4" 000 • • • • • • •:• •: �IA:RDWARE DESCRIPTION : ::: . .. •• 0. 0 •• •• PRODUCT REVrft ComplykKi Code Wink 1 the lnritta Aemp%Ke No 0 Z B>r wmkn Dote -� 4iol�rmdmt'CbmftV1 revisions: F 10.06.14 NO CHANCE THIS SHEET G 04.10.15 NO CHANCE THIS SHEET H D5,1J.15 REV. PER RER COMMENTS 1 03.21.16 NO CHANGE THIS SHEET DWG. NO.: W06-73 17LI L Windows and Doors, Inc, 10100 northwest 25 street miomi, florida 33172 product : Series 450 INSWING Doors & Sidelites date : 10-27-06 1 sheet 1.1 of 7 '.:yam . i:,•.. '1 w' �.,�i`,..s_•�-..�.-��. ..3�:[. .K..•e .... �w sit .w-.� .�.w�•w"w' _�aea.-...�.�•., • .w,•r.�,r.,:.. .W' ++•�y1 Y . �M ♦v F r •�Y -�VM. .r•.lil... r .r Syr . +i. J ,,. .:. w' r : +,�.. a� .�� ..« � ''Ye'..•i-,ear ,xNrMa•� y � �,,• S J�,,� "� . 'K .. .7•v t'� •.. ,_-�.+Yw..�.�—`l1'•:.� 'Y 7•+4'•'•M1tt .ry _F. +. c z - A �+�:�.'s�-..1` '.� ":S^'_wifi-.+w_l.)�A..w.. r _ i 4 W_ - .• ..' _ � _ � � — � - � h �_ w,, % — - _ � -. y- •+. •+.•"•0.. �-^.+r,:� � 3+-. f `' _-'--"4r __ _ _ _ �wti _ _ I � L+v .a�rM,"F'ia^'a •!"w..�F ti � � ' t .�_A't�•-w•.•re..w.•y..,.+.er�J!►...r+.w•e, �•,�•.r iMkJH"+�!'�5•I�jq,M�. fI Y•+'f M•M ..N 4,4.-f.�+ir� «�.. •-•—.•..d .Y - • ) L - 1+(�;• �. T.F�+M'-1+1RF+,"RY/�tll"►lMff°YMe�M1'�..aN'O�'• - 16• ''ANN. 'GLASS t3/3/16 ' HEAT STREN'D GLASS 4 ��1- K ti..•� ., . {. f•R,�'�i� � .fit+• 4T..' . i#�.'f�!�I.Nw• mow, r _ . •.•.... ww� -.�.r. 1r! �^'p'geS .:R+_/gMfwt '; ,.•"'. •s--s-•^.w�.awwvwv '-e•+wr-.- r + r •7„ �' J.-r , _. - .,^".T", } - .r��..�_ r �'.�w4' f� a _ 3/16" _ANN GL ASS _ , w --� - _ r-waev� - ---- _ rr _ r•us. -z-..075" Interloyer --ems- w n - 075" Interl�a er ._ M.�c jl . rI y: _ _ ..� =-ti ' `'� �:.:�. F.�, , - . -,. — - µ _.t - - rwtJ-, x- _- orw�we - ,r _ _. +ter-r�.-r•. _ ..-,-!�,.,.: M *tSailex CP With PET Core r v� Satlex CP With PET Core , +" • _ • - __A Interlayer• - ,... "4 w e .n. t 7. ... ___ . �!,"a t�'� _.�..._ � �.' .. r . 3,.. t. �.r r '� i•�� Iq.. _., r. .._ .•r - - � -- - +�By-'Eostman Chemical=Co-,' �- By- Co:' - �• YSHEET"" .�� SaflexxClear�And Color Glass 'Eastman, ".090i'AL"M IN •m.uoa�os- U UM - . - _ r. _. •. • .� ... OR .�._... �, �„�,,. .. By Co• � -,"-• JY .--.4.... . _ �.....-. _ Y .. ,.. _OR .090" Interlayer .090" Interloyer OR � " SentryGlos SentryGlos .090' Interloyer 1/4" PLYWOOD By 'Kuroray Americo, Inc.' By 'Kuroray America, Inc.' Butocite PVB 'Kuroray By America, Inc.' 090 ALUMINUM SHEET BULB VINYL 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS BULB VINYL 3/16" HEAT STREN'D GLASS BULB VINYL - - - .- CGI-382 BULB VINYL CGI-382 r CGI-382 CGI-3821 m / SILICONE lyl J\_GE-1200 SILICONE `14C DOW 995 GE-1200 DOW 899 DOW 995 DOW 899 GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS BULB VINYL CGI-382 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 0 x x w 1/8", 3/16" OR 1/4" TEMP. GLASS AIR SPACE 3/16" ANN. GLASS .075" Interloyer Soflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer SentryGlos By 'Kuroray America, Inc.' 3/16" ANN. GLASS SILICONE GE-1200 DOW 995 DOW 899 GLASS TYPE 'Al' 1" OVERALL INSUL. •I AM•,V5S • • • • • • . ......... . .. ... .. . . . .. . ••. . . ..... .... . • . • . . . • • . . • • • • . • .• . - • • . . • . . • • - ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . SILICONE GE-1200 DOW 995 DOW 899 GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS SILICONE GE-1200 DOW 995 DOW 899 7/16" OVERALL COMPOSITE PANEL 1/8% 3/16" OR 1/4" TEMP. GLASS AIR SPACE 3/16" ANN. GLASS Interlayer SS090"ofle aflex Clear And Color Gloss .090 ALUMINUM SHEET By 'Eastman Chemical Co.' OR 3/4" PLYWOOD .090" Interloyer _ BULB VINYL CG1-382 Butocite PVB By 'Kuroray Americo, Inc.' 090 ALUMINUM SHEET BULB VINYL 3/16" HEAT STREN'D GLASS C4DOW Z 1FZLJ j mM M to vt Gj II II j' n c9 z wXL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' SILICONESILICONE OR GE-1200'GE-1200 SUPER SPACER BY 'QUANEX' DOW 995 995 DOW 899 DOW 899 GLASS TYPE '81' 1" OVERALL COMPOSITE PANEL I' OVERALL INSUL. LAM. GLASS GLAZING OPTIONS a 70M �l -�A ®TEOF GLAZING STOP OPTIONS .639 �+- 1 I q778 065 CGI-375 .617 ,050 ,754 CGI- 96 revisions: 652 a] .080 ru 00 N, J.754 CGI-504 11672 - 0N 080 w 742 F— CGI-511 i— --I ru co .080 .744 CGI-515 DOORS AND SIDELITES CAN BE GLAZED USING SQUARE OR OGEE GLAZING BEADS/ADAPTERS F 10.06.14 UPDATED TO 2014 F9C 0 04.10.15 INTERLAYER & SPACER REV. H 05.13.15 NO CRWE THIS SHEET 1 03.21.16 INSUL BASS REV. PRODUC f RIEvjMb n83 p * e9 witk the Fk rt:t► Aecepaainee Now-o3Zg.o3 EapirN64 Date 4V i DWG. NO.: W06-73 • C,wC L Windows and Doors, Inc. 10100 northwest 25 street miami, florido 33172 product : Series 450 INSWING Doors & Sidelites dote : 10-27-06 sheet 1.2 of 7 '.✓' -44 _ • _ .kii _..76+{RWr-'.� .." .r�,r•-�•,T .... _.. f' '7 Y V .+v. _!1!iC -°'K ,-..-`?5..+:. a. iq" .L • ___ ! _ __•--.. _..—.._-=u. 4C :. .._ - - - 'Y' - '7V - �._��.W :^_ .; - -f - )s + •�L!-tea W %Z, 7•.i.. - fiat . V. 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" - (3 PER PANEL UP TO 7'-6 3/4" HIGH) F1 #12 X 1 1 /4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) (4 PER PANEL OVER 7'-6 3/4") F27A 3/8-16 FULLY THREADED CONTINUOUS ROD y 12 n - CGI FLUSHBOLT AT TOP &BOTTOM OF INACTIVE LEAF HOUSING ATTACHED 2B 3/8-16 HEX NUT TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH #8 X 1/2" PH SMS. 2C 1 1/2" X 1 1/2" X 3/16"THK. ALUMINUM PLATE - 13 SEE SHEET 1.2 FOR GLAZING OPTIONS 3� SHEAR CLIP (EXT. NO. 506) ® DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 14 SILICONE GE-1200, DOW 995, DOW 899 6" FROM ENDS & 24" O.C. MAX. 0 9/32" DIA. HEAD & SILL INSTLL, HOLES AT F177 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM 6" FROM ENDS, 3 @ CENTER OF PAIRS TAPE WITH ONE SIDE ADHESIVE SPACED 6" O.C. & 24" O.C. MAX. 1 g PLASTIC WEEP BAFFLE © #10 X 1" PH —PH —SS TEKS SCREW, ©3" & 7" 19 FROM ENDS & 19-3/8" O.C. MAX. 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR 70 #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" O.C. MAX. ® .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) IT] .350 HIGH FOAM—TITE WEATHERSEAL (AMESBURY # 32011) EXT. _ 10 ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) 107A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. 10AA CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. 10B •• ••• • • • • • •• REGENT COMMERGM,AL ZZ2?-.0. t;E:jVIN•T LOCK MECHANISM WITH MORTISE LOCK. 1OC 000 • • • • • • . • SINGLE POINT LOCK (1)•DEADBOLT BY •BALDWIN SERIES 8200. 10CC SINGLE POINT LO�K•f t) D�l�DQOLT QY•CQVPER CREEK SERIES D82410. 10F CGI CUSTOM SLZJF.ACV MOtVTep' SLIQF E;:1 TS WITH CGI END BOLTS AT ACTIVE LEAF = (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. . . . . . . . . . . 0 00 •• 0 0 0 00 00 EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063—T6. 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063—T5. No. 70692 ATE OF* W*N ;,(y revisions: F 10-06.14 NO CHANGE THIS SHEET G 04.10.15 No CHANGE THIS SHEET H 05.13.15 NO CHANGE TMS SHEET 1 03.21.16 NO CHANGE THIS SHEET Luc r REvr i Wft Q WK the Fkrrid, com" DWG. NO.: W06-73 Windows and Doors, Inc. 10100 northwest 25 street miami, florido 33172 product : Series 450 INSWING Doors & Sidelites date : 10-27-06 sheet 2 of 7 y. t.-:,,.:. _ ''�i'r.,'4�•11,.•iw+w ^"'-...:..--'�r .:. �. "v�+'`..,.nl�'+M ••T w,. r.`h:.:.i+" ..�:•-+t...�.�:..v`}�._a y�•�:'A," ..,.�i•�-�..` �.}',...^.'"� .� ..:, o.' n+`•...:$.::.�.: t� ti. .... �„xri5-•' :�`+ti•'0z.. ;s :..M .,,..mac••• r..;,.••oC-�-..,1�....: : = = r „< ..-.;.•• __...... ':!f- " ;:,: r., Syr' ��.-.,�. .. .� �.•," ., y ,__ _r' .._.1.._ A:�. �..' .1l,�J..� """'�,+w"ti ti. i_.l.w S1•} Hd.. §.__.� `r ��as. ...•r.' Y '4.. �. .a .ice - -0 ---.s yr -R yA _ ' �'•'•i., _till_ '��.._ .. � ._. Z......�.......,e�.�.e...._. � - -�_ �;. .+....+..-..:.. � ...: -� �' .t .,.-.=_ �-�••_ - _ _ :.�. 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CGI-507 DOOR FRAME HEAD/SILL 4, CGI-509 FRAME JAMB/MULLION 38 CGI-510 SIDELITE MULLION .465 075 � I� 1.063 - CGI-508 FRAME COVER 58 JAMB COVER 1.102 1.918 125 CGI-503 NARROW SIDELITE STILE DIEW CGI-505 ASTRAGAL j--- t .saa —«{ .125 5.777 I 7.312 CGI-502 JAMB/LOCK/SIDELITE STILE �1.844 ,617. m .050 .754 CGI-396 4.813 3.122 CGI-500A TO P RAIL .1 s8 .500 � CGI-540 4.000 .osa 1 750 125 CGI-539 5.176 SADDLE THRESHOLDS CGI-514 HORIZONTAL MUNTIN .. ... . . . . . ... ... f ..:CGS--SC1 '• :.•.: Z31TTIM W16: ... . 0 0 000 0 0 V10ENgF'•. �0 J0,4 672 co � ,080 N 0) .742 CGI-519 MOnuc (REV)SEO aft p is fg witb the l� it rid" Accep4m So �Z.b3 Ej,pir*rtee Dore ,. /a i, , revisions: F 10.06.14 UPDATED TO 2014 FBC G 04.10.15 NO CHANGE THIS SHEET H 05.13.15 NO CHANGE THIS SHEET 1 03.21.16 NO CHANCE THIS SHEET ak' �totraer Coated DWG. NO.: W06-73 [:,wa L Windows and 0corm, Inc. 10100 northwest 25 street miami, florido 33172 product : Series 450 INSWING Doors & Sidelites date : 10-27-06 1 sheet 2.1 of 7 ''-�..-_....:.i"''w•,a'►�.•�7r. +,-w...�.a}-- �'1+..' ,....+;. Y.1..L'�.'i,�:.. .....,�j`•' ^"w, i7'•�^�.rife.w�&:,ri...,.,�.�.lr.•.'.«'"�.`.ii',Mr v..^.-t"-:....�iixr:..a,M+'srs"►_'.`'.+.. +.wo. �.n+,K , - jna f-+..,w-�......r..ww...�w+ w��.� .. .»v r-� s--.....:.f� T.'�,.�+Y..�+•-nr..+�•e�-......:. �.�.. `. r�iw...o.r.�.�.... �. Ake - t _ 'am"�xv.., .. � are- - -.moo" - �.+ ar-- . - ...ar.yw wn-� - w, w:rt�tt•�-r,�•k:r+x.. r+� tf . Yi a aer as a ae a rrn maeoe _ ,� 1 /2", waMU6 'Awfumw Bolt Assembly Er 0 Rod x w Keyed Cylinder/Deadbol Assy, TOP SECTION (BOTTOM SIM CGI CUSTOM 3—POINT LOCK #10 x 3/4" PH SMS Linkage Assy, nection Vheel Flushbolt Tip 0 Cr w Flushbolt Activator TOP SECTION SH( (BOTTOM SIMILA •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• INE 0 Housing #10 x 3/4" PH SMS #8 x 1 /2" PH MS = Flushbolts (Inactive Panel) . . .... .... . . .... .... . . . . ... .... . .. .... ... ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Y •arr r--^`''�+* ..,i��.•e�.�-�i'--".w..:....�. `�-.,...:�'..��"�rt�.,_ ._..,. �S,„'k.'',-.�•�t.�....,.:.�;...-jir,,:��'ew .,..a.a ..�..... 4^.a...s..v...e�..�+.: ,gy-,pr4Ygy,. w„ tiv. r v6..:.�k P ay _. M�M""V`!^". •=q, ... v .. _r1/2;ca _ r — ar�o mesa s-ae .. _J _1/2:' :��eY..�rc .s a sau•aA --uft._ — __. Bolt Tip fc Bolt -Housing ¢ #10 x 3/4" PH TS ¢ #10 x 3/4" PH SMS Threaded Rod x 0 Qf Lj x w Keyed Cylinder Deodboi Assemb Actuat Arm Bolt Tip o: 0 ctuotor w Arm x TOP SECTION SHOWN (BOTTOM SIMILAR) SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT revisions: F 10.06.14 NO CHANGE THIS SWET G 04.10.15 NO CHANGE THIS SHEET H 05.13.15 REV. PER RER COMENTS 1 03.21.16 NO CHANGE THIS SHEET REGENT 3 POINT % ."'/� COMMERCIAL LOCK.7015192 . •vicet�sF Q•' TE OF � 10 x 3/4" FH SMS Surface Mounted Activator FRODUc r REVISM b"Wieawith fie torn► 6m**01104 oat. ArcepUWC No / ^D . Q3 �� iefCoEtro� DWG. NO.: W06-73 rLw;L Windows and MOars, Inc. 10100 northwest 25 street miami, florida 33172 product : Series 450 INSWING Doors & Sidelites date : 10-27-06 sheet 2.2 of 7 ti. -'+4 �..%.:f...w4i.:�^'"'.•..,r•: ""+d.sTW ?r.. , , �•+,-, :+„mom, .�.'r:- ..�i'.:^:� :>+..�''. 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T ea-fi..,, ,...� .�.� ti ,s,r aw 3fKSI`CONC E ",.;FRAME'WID4TH_. •1•X4+PT< WOOD 6" FROM ENDS ANDA2,4' O.C. -----m rPANELWIDTH -*- sG -e dljw 11IG1I1 om,III iIII "i _y (yINETERMEDIATE.&{,SINGLE%UNIT .,...m"__ .i.jAEE�CCLE ; ANCHO �FOR{DOUBLE DOOR EE7Q 11 LTR'x3,.•a ra w G�STILE ANCHORSw.,,,r_ ,1_'25-_o a-...i s_par.. . aa' it� _„�4,te85a2.* •.. .�.s' .-r �._ � "—�•t _:». e. 1.c4_MEE - SEE"E I7E�r/.EDG DIST. w 1251X4 PT WOOD Y 4 m X 504 K$ON ETE te-s•,.ae+4vr:;..s-r.a�a..r�ww�,�c. CD +ei i-sg- 2X4 PT 1„ SEE N I MIN. 1-1/4" -N. 1 8 y� 13 OR 16 E BEDD I I- I — CD W LLJ Q IY LL. R 71, r� iA v 125 6 Ul �uIIH AA I I a k .125 S! #12 SCREWS 17 3/ END a082— —I SHEETS 2.2 BOLT ENGAGEMENT c� w 2 J w z d �. da L-1 F OPTIONAL INSTALLATION _- - _- INTO 2X4 PT WOOD .N 1 TYPICAL JAMB ANCHORS D 4 1/4" DIA. ULTRACON � 511 ® 6" FROM ENDS AND 125 509 19-3/8" O.C. FOR LOADS UPTO 70 PSF p 14-1/2" O.C. FOR LOADS ABOVE 70 PSF 2-1/2" MIN. EDGE DIST. ' r2X4 PT WOOD INTERIOR 4.552 LLS -- I c 509 1/4" DIA. ULTRACON OPTIONAL INSTALLATION INTO 2X4 PT WOOD S E NOTE BELOW NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI 1 4" DIA. ULTRACON MUST BE PROPERLY SECURED AND s" FROM ENDS AND 24" O.C, MUST SUSTAIN LOADS IMPOSED (1 TERMEDIATE & SINGLE UNIT ANCHORS) HE SHEET 7.1 FOR DOUBLE DOOR BY GLAZING SYSTEM. . ETING STILE ANCHORS ....... . . .... 19 aVI/0 3 KSI CONCRETE EDGE DIST. �a ..• • • I OPTIONAL SQUARE GLAZING (SEE SHEET 1.2) NOTE: ALL JAMB ANCHOR CONDITIONS SHOWN ON SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1/4" MAX. SHIM SPACE WITHOUT VARIATION IN CAPACITY. TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON ® 6" FROM ENDS AND 19-3/8" O.C. FOR LOADS UPTO 70 PSF 14-1/2" O.C. FOR LOADS ABOVE 70 PSF 2-1/2" EDGE DIST. EMBEDMENTINTO 2BY WOOD BUCK = 1-1/2" E. o, 70692 i ATE OF 502 mI 375 2C I TYPICAL PANEL ASSEMBLY 2B I TYPICAL PANEL ASSEMBLY 2A I TYPICAL PANEL ASSEMBLY EXTERIOR revisions: F 10.06.14 UPDATED TO 2014 F9C G 04.10.15 NO CHANGE THIS SHEEP H 05.1315 REV. PER RER COMMENTS 1 03.21.16 NO CHANGE THIS SHEET PRODUC i' REVISED C"Piiewitlt the. Ftari$• babamAmptstaeNO G3ZQ Expka ies D`-z4[e/Hz� - /��G i mot' llladr a Coatrn DWG. NO.: W06-73 • CAwGL Windows and Doora, lnc. .0100 northwest 25 street miami, florida 33172 product : Series 450 INSWING Doors & Sidelites dote : 10-27-06 sheet 3 of 7 -vaY.s y• C. ... Y ��`WWr`=4 " Y r .n. ,. M.--- MWi1• r .../lam T`o.••. �Iti. � .e.r -.+r , .A �AM,n../zrN..N - ,r _. .M `w/t. awry •w4?�" _ � .• �. y,,rIV7 Y...-.F/Pf ...i 8•'". ._-C `Lwirt"4.+-. e.."'O• YV'^-.rAv.... 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PER RER 0DA ENTS i 03-21.16 NO CHANCE THIS SHEET PRODVC'C REVISED y13 c0Dt ing with the Ftt�,ids RS Cide AavpWWe No -0 2 •D Ei/sal Orte Lr�'� Aw pw6cf Co�ttel DWG. NO.: W06-73 • rLw;L Windows and Doors, Inc. 10100 northwest 25 street miomi, florido 33172 product : Series 450 INSWING Doors & Sidelites dote : 10-27-06 sheet 3.1 of 7 �n1`w.n�rr(- ...� ., t. ..S.�,y.+� w n•e.n."•• � .... - '��. . . +.Y..... �... V•`A Y d'� L.'. '4t •••+J .W . :►++.✓ _ �. 'y' .. •,..Y� j. y� ,s`/try -iry-i e— fY:fi = v . .r w y �w,w.��.r��••� .� �. r- wr.- v- -� .•. u-,a � ��. v .. . r hJ�.w..� ti` 4G�� •�� F h y W _ _ - - 1 - .1 s.v.�.i�i�ne.•--- _ - � .. - r i r�. f.i �'w+..•-x,. �"•,++.....�..��+.-;!rrr.•+-.•,n.�-^".-�--f+.�+.w...!�'R�•tif, .... -. .- .�.wylry�r•r _ r ;•-w-. Y ' � .elf.'"-� '� « •� Ar .1y M.. .. '` `. 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L WI.D.T_H z,D_ O_.O - i - -R _WIDTH y t -'SHIM . _�- i ..x. ��•._ ...� w �._ . d _ _ �.�• ...� SEALANT »�.. -. -�. �:�, .._:.w �..:.�x . _. .,, w _ ,- �,_. _..4- 006,.Y. 502 502 .675 502 CONCRETE OR _ _ I II MASONRY 1.9187 - T THIS SILL IS NOT RATED FOR WATER 1.84 SS1 ADA SADDLE EXTERIOR DOOR FRAME WIDTH i il Timm-momm 0 o SMALL SIDELITE 12s U 1 17; 7 STILE (EXT. 503) AT SIDELITES 6 511 1511 1 '-6" WIDE OR 4�l.zso SMALLER. 2.878 EXTERIOR @ e 1X4 PT WOOD SEE NOTE SHEET 3 SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH O l II 4" WIDE SADDLE /— THRESHOLD e THIS SILL IS NOT RATED FOR WATER SS2 RESIDENTIAL SADDLE 540 .t •3r4"•M� ��ED ' • • •2-1 /2" MIN. EDGE DIST. ® 6' FROM ENDS & 24" O.C. ••. AN4 3" G.C. AT W7G. $TILE LI • SE;HtE : 7.1 FOj �AP:WTY • ! 3 Sf CONCRETC• • . .. .. . . . .. .. ... . . . ... . . 080 EXTERIOR I 125 1/4" DIA. ULTRACON 1-3/4" MIN. EMBED 0 6" FROM ENDS & 24" O.C. AND 3" O.C. AT MTG. STILE LOCATION SEE SHEET 7.1 FOR CAPACITY O REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS r-539 I b .70692 OF ° yi.�� p 3 11 DNCRETE ii 8 OR1DP.•'•�\��; rS PRODUC f RE rAD b"n wk the i Ja+lds AMPU-ee No -232 9.a?� Rxpkamlem D t�e ��t;r- Prsittet Coattd ° TYPICAL JAMB ANCHORS 0 1/4" DIA. ULTRACON w 0 6" FROM ENDS AND 19-3/8" O.C. FOR LOADS UPTO 70 PSF w 14-1/2" D.C. FOR LOADS ABOVE 70 PSF p 2-1/2" MIN. EDGE DIST. revisions: F 10.05.14 UPDATED TO 2014 FSC G 04.10.15 NO CHANGE THIS SHEET H 05.131.15 REV. PER RER COMMENTS 1 03.21.16 NO CHANGE THIS SHEET DWG. NO.: W06-73 r,wa L Windows and poor-, Inc. 10100 northwest 25 street miami, florido 33172 product : Series 450 INSWING Doors & Sidelites date : 10-27-06 1 sheet 4 of 7 -ir��-^-+Y`�,"--+.�^+r..t - �'� .-.. _�_ ..'.a �R'..�..is'v+.y��•�•,ia.��- ri`.'-�.- :, � n •m7'►.-'....... � �, _ .aY. F9•�++�+�..+. 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T p - 675 .502...a502� . i� 675e 6 6 w w = 125 _j W Z � i a MULLION TYPE 1 WIDE STILE -WIDE STILE rn o FIXED FIXED PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH 1 1.250 1.250 511 511 SIDELITE PANEL WIDTH INSWING DOOR SIMILAR 4 675 MULLION TYPE 2 WIDE STILE -NARROW STILE SIDELITE PANEL WIDTH INSWING DOOR SIMILAR 503 SIDELITE PANEL WIDTH -p-1.250 De EXTERIOR 11062--1 .688 tt:� 2,;yW-:m 511 1 " ' U 511 �-� 1.250 SS -I e EXTERIOR MULLION TYPE 3 o, o NARROW STILE -NARROW STILE : ' ' "' SIDELITE PANEL WIDTH••• 511 4611 1.250- : -I • aTJRl(:R . .. .. . .. .. SIDELITE PANEL WIDTH 503 m 171 SIDELITE PANEL WIDTH WIDTH (W) = DOOR PANEL 2 FIXED PANEL + 1.250 LOWER DESIGN LOAD FROM PANEL PERFORMANCE CHART ON SHEET 6 OR MULLION PERFORMANCE CHART ABOVE SHALL CONTROL REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS o.70W2 OF '•/roc/ MULLION' PERFORMANCE�CHART `�.,- �>' ;• _ DESIGN-jLDAD;�,CAPACITY ,=RSF. - NOMINAL , DIMS..„•,..- ,MUII. TYPE 1, . MULL TYPE,.2, . lfULL„TYPL 3, --WIDTH (W) :FRAME HEIGHT`; ", EXT.(+)" INT.(=)-' ; EXT.(+)l w INT.(=)- -t EXT.(+)` iNT.(=) ` 1/6 2/0 2/6 3/0 3/6 82-3/4" 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 11D.0_ 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 1 100.0 110.0. - - 94.2 94.2 70.0 70.0 - - 1 /6 2/0 2/6 3/0 3/6 84-3/4' 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 1 DD.0 110.0 100.0 110.0 100.0 _.110.0 100.0 110.0.-. _ - - 10D,0 110.0 1DO.0 110.0 - - 94.2 94.2 - - - - 1/6 2/0 2/6 3/0 3/6 90-3/4' 100.0 110.D 100.0 110.0- 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 70.0 70.0 - - 94.2 94.2 - - - - 1/6 2/0 2/6 3/0 3/6 96-3/4" 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 1 110.0 70.0 70.0 100.0 110.0 1D0.0 110.0 - - 100.0 110.0 - - - - 59.9 59.9 - - - - 1 /6 2/0 2/6 3/0 3/6 102-3/4" 1 D0.0 11 D.0 1 DO.0 110.0 100.0 110.0 100.0 110.0 100.0 1 110.0 - - 100.0 110.0 1 DO.0 100.4 - - 98.9 98.9 - - - - 59.9 59.9 - - - - 1 /6 2/0 2/6 3/0 i D8-3/4" 100.0 110.0 I DO.0 110.0 100.0 110.0 100.0 110.0 100.0 104.1 - - 98.1 98.1 70.0 1 70.0 - - 82.9 82.9 - - - - 1 /6 2/0 2/6 3/0 114-3/4" 70.0 70.0 70.0 70.0 100.0 1 110.0 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 70.0 70.0 - I - - - 1/6 2/0 2/6 3/0 120-3/4" 70.0 1 70.0 70.0 j 70.0 70.0 70.0 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 59.9 59.9 - - - - PRODUEf REVISED 85 eew1111*8 with the Florida t code Aft"br.es N. 2 .0 3 EaPi�.Ofte_��/a bEt rlr OhAr co.hol revisions: F 10.09.14 NO CHANGE THIS SHEET G 04.10J5 NO CHANGE THIS SHEET H 05.13.15 REV. PER RER C0111tiENTS 1 03.21.16 NO CHANGE THIS SHEET DWG. NO.: W06-73 • vG L Windows A nd Doors, Inc. 10100 northwest 25 street miomi, florido 33172 product : Series 450 INSWING Doors & Sidelites dote : 10-27-06 1 sheet 5 of 7 � '•+T w•r • w• •vfM rf. •.w .Va. '•+�••M• MW+.�1a-�+�i'+.+• _ i'Ky f...r�N.� roc _. *.. .: iir,.�Mt � �.. �•i. �.�.: - 'fir.. � w � .+. �..a.� w. V �. �---ort.. .. �; ,.}. � _-.�.w /yv*.ih yi '�..3 M• M. /. L�� #Q. YA.. - +MwM h...,4.+^iV!ylbY 1 �•6iM•�nM.^A"-'rr`..li�� Y..�,� .+-F�. f 4. w.v'� (r �y�%' � Y � • S jI�{V y�1�W+•W .ar. 1 /�}� � J�� •�iM%•1!ws'.^+w4�f. � � r "' �w i .a .l .�' Y � ✓ + ri _ ... .rr -•-r+r .. Y Vl r.� V _...__ _� •..e...t'1YY .. - - - .n: ,.I� ....a�.i...�. �Yy'y� r•"► __ �r,r... S!• • .. - ___ _ ;"iw. A-e+._: ��±a. _< .I� _ ' ... �:!'� -.,{ �q .. +, ].: � ' - ✓ . w� ��s�. ;.r�..r ... �.. 3N 1Jil_Gr•....� _.�X-� •..1.(• �+..�a•�•11.�'�M +wF�iFJ1.Ah -. R. /� _ Y •- h .. R � `, :'...... `. �.+..'�. ^}1.1..fY�� +W.'.Y•� j '+•' M1.� Ia. . -... .... _ - - S w. k, � ••�T.'t.+1 T.t �J�.�. 4�T'rIK .�.F.I. T .t 1[�,.�w. ��' y.�.-•.. - PANELJERFORMANCE&CHART FOR SINGLE;&,DOUBLE DOORS`&•SINGLE"SIDELITES- P (NARROW STILE SIDEI_ITES LIMITED TO 18 OR LESS) .LSYYS•7"..._ •qM.. .•�•• .dTr....•a .�.:.ss yr. 1.Co ftw`_."•••'- W_ '.' ••'••••• TM_mft DESIGN. LOAD . CAPACITY-_--, FSF, _ _.-....�. .. .. , NOMINAL DIMS. GLASS TYPE 'A' 7/16" COMPOSITE PANELS 1" COMPOSITE PANELS GLASS TYPE 'Al' GLASS TYPES B' & 'B1' FRAME WIDTH (X) FRAME WIDTH ,(XX) FRAME HEIGHT _ EXT. (+) INT. C-) EXT. (+) INT. (-> EXT•;(+) INT• (-) 26-9/16' 32-9/ 36-9/16' 44-9/16' 50-1/2' 62-1/2' 74-1/2' 86-1/2' 82-3/4' 100.0 110.0 70.0 70.0 90.0- 9010 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 - 94.2 94.2 70.0 70.0 9010 9010 26-9/16' 32-9/16' 38-9/16' 44-9/16' 50-1/2' 62-1/2' 74-1/2' 86-1/2' 84-3/4' 100.0 110.0 70,0 70.0 90.0 9010 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 94.2 94.2 70.0 70.0 9010 90.0 26-9/16' 32-9/16' 38-9/16' 44-9/16' 50-1/2' 62-1/2' 74-1/2' 86-1/2' 90-3/4' 100.0 11010 70.0 70.0 9010 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 11010 70.0 70.0 9010 90.0 94.2 94.2 70.0 70.0 90.0 90.0 26-9/16' 32-9/16' 38-9/16' 44-9/16' 50-1/2' 62-1/2' 74-1/2' 86-1/2' 96-3/4' 100.0 110.0 70.0 70.0 90.0 90.0 10010 11010 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 59.9 59.9 70.0 )v 70.0 x - - 26-9/16' 32-9/16' 38-9/16' 44-9/16' 50-1/2' 62-1/2' 74-1/2' 86-1/2' 102-3/4' 10010 11010 70.0 x 70.0 x - - 100.0 110.0 70.0 x 70.0 x - - 100.0 110.0 70.0 x 70.0 x - - 59.9 59.9 70.0 x 70.0 x - - 26-9/16' 32-9/16' 38-9/16' 50-1/2'_ 62-1/2' 74-1/2' 108-3/4' 100.0 110.0 70.0 x 70.0 x - - 100.0 110.0 70.0 x 70.0 x - - 10010 110.0 70.0 x 70.0 x - - 26-9/16' 32-9/16' 38-9/16' 50-1/2' 62-1/2' 74-1/2' 114-3/4' 70.0 70.0 70.0 x 70.0 x - - 70.0 70.0 70.0 x 70.0 x - - 70.0 70,0 70.0 x 70.0 x - - 26-9/16' 32-9/16' 38-9/16' 50-1/2' 62-1/2' 74-1/2' 120-3/4' 70.0 70.0 70.0 x 70.0 x - - 70,0 70,0 70.0 x 70.0 x - - 70.0 70.0 70.0 x 70.0 x - - LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. LIMIT EXT.(+) LOADS TO 50.0 PSF FOR THRESHOLD S-I WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THRESHOLD SS1 do SS ARE NOT RATED FOR WATER INFILTRATION. I I I I INSWING �•y1 �►-"�YR-"..'XY`ri�t . . '�tiM?Y"A.. iR .. - '^T^�.. a•:< ;ERAME+f'Y tWIDTH ?a: s'r: __T='7 FRAME:WIDTHt-- _ / / a /// / Z M Q to 3 z 0 \\ O \ Q a of 0 Q a {�µu� \ o \\ o \ 4; t u. C) \ \ _ LLr LPANEL -WIDTH PANEL WIDTH PARTIAL COMPOSITE PANEL DR GLASS a a Q d � APPLICABLE TO DODR/SIDELITE Q FRAME WIDTH cc 2 J a m = U. G z L ul a /.Li c i1 � / _j W C C, L\j / Zo QO 0 M .. 0 w g -vim„ (PANEL WIDTH PANEL WIDTH) z 0= N o FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY am V) toLn SEE CHART ON THIS SHEET z o N 10, SEE BELOW FOR THRESHOLD TYPES o to SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS Z 3 SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY N SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY ,N u o a d SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR. v - M LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. � ____ _3 * GLASS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN. NOT RATED FOR WATER NOT RATED FOR WATER RESISTANCE RESISTANCE SS • • • • • • • • • • 0 0 Ir W Ir W X• W •• • • • • • • ~ • • • IN WING $A RESIDE61T1AL (SADDLE) °-� C P ~ N P1RODUC r REVISED € as c0m*lrtr wkk the F7orfd& b"Ex code uses wow 032g.v3 E1M'afttDott ///b f C 0 r = V 'O 0 99 o ri C�4 m L-' � t 9 `\ttlltll to / O • O .70'i.92 NOTE: GLASS CAPACITIES ON THIS SHEET ARE f L�ttdd// BASED ON ASTM E1300-09 (3 SEC. GUSTS) ATE OF drawing no. AND FLORIDA BUILDING COMMISSION �,� ORION. \ �. W06-73 DECLARATORY STATEMENT OCA05-DEC-219 ��/�`s��iII/�L ��\ /��t1�11ttttt\ sheet 6 of 7 t�'itQr►w..�.~•'�' .. ` L\.�''e,+� �- .s v� � w�Hi�R. �---�,.i:,w..'it.,.rY:.�i... �r.+%`.'..':. .:: .st r; ,•Pa�4+.�� f+✓�r.•a�w+ e.+�.:. �...' '' � �-..��-_. i+,�p sue' y �` i .�.w.:�. „si:'� �.�+._•"^�.�Nr•.IMk�. .n-.w +r ..+� � �'lh.. ,R•r �t -��y �pF{., ��. ~.r -..N�.�tR4�b�M"- �� .�.., S ' �, .�-. M� Gr. .t 'tta � x_ � - YYfs• .r ± .r ,�. Y•.,.w...,.-".� �... v lhi Y Y .. � f � _ .� ._ >z � - - - - � � �• ,. � _ .gyp^.....�.. Yr- Y�si �.�� w�..."!.'�^�w..�'�.arnq!. .+c ,vim ;a�. �•- ' A -Y _ ,. ". - :�- . . _ ,+--'�"-�,.. r• � .A..,........._. , T,'�Y.>Q ►+�!� -- _ .� i�r ,4::. r�Y ^ + P+Tn �•Tj` �+��'•-YY v wt�as�.j {i�s�.1 �eFv�--�v-�• `�'"�. .. ^*.�^'^ .. - ,�2` d� �.:--+•*•v-f --p -N� � �! +Rk'! r - T_+•e ...•..r � _...+s -+.'. �. .c�s��..�..X, m'� �� ..mn.��.eZ M.�-•.�,~ i•.-1T+_ r�,iV •�� L .w� r -�-•�. 1 '. �.� �..�. ice.' ��p..�,a�i :T 1.'Y• al a. 1V . .. a.. f" '4K• � �l'WS' ant "'S. .. -4 � 7 r'4�w 5 - JL �.IS + R4if'-'Mq�•- - -.-.. - � ...-r ...� r _ lQELITE�MULLJON __Al rCLIJSTER^'OF{HEAD'rANCRORS . ...''�..�,..• t r--w • SEE. CHART •THIS&SHEETm e..-w -� _ -m v,.•..•• -z _ �., 3 �c 4.OR16� n. _- _:._ e•.w wzvm , `.MTG.`STIL'E.ANCHORS* - . -(3)-2-AT,-SIDELITE •1-AT-DOOR4 ,, _4-. - _•.w,.N. y ' t24' MAX. W SEE SHEET_7'1 (4)-2-AT SIDELITE 2 AT DOOR"- INTERMEDIATE (6) 3 AT SIDELITE 3 AT DOOR ANCHORS 3" MIN, SEE CHART FOR CAPACITY HEAD/SILL TYR ANCHOR SPACING', FIXED PANEL WIDTH 1,250 WIDTH (W) = / \ I- ,� \, S- \ w ) a / D nmLLJ c 0LLJ o a N I I Q Ia \ / V) \ / 0 -0 a \\ �/ O o \ / CLUSTER OF SILL ANCHORS t f 3OR4 FIXED (3) 2 AT SIDELITE 1 AT DOOR NEL WIDTH PANEL WIDTH PANEL WIDTH (4) 2 AT SIDELITE 2 AT DOOR SEE CHART FOR CAPACITY DOOR PANEL + FIXED PANEL 2 1, + 1.250 ANCHORS: ' TYPE 'B- 1 L4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE AT HEAD f-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE EDGE DISTANCES INTO CONCRETE - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. SIDELITE MULLION ANCHORS AS SHOWN IN DETAILS AND CHARTS INTERMEDIATE ANCHORS TO BE AT 6" FROM CORNERS AND 24" O.C. AT HEAD/SILL. TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (THRU 1 BY WOOD BUCKS INTO CONC./HOLLOW BLOCK AT JAMBS 11= 1/4" MIN. EMBED INTO CONCRETE OR MASONRY DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN, INTO WOOD STRUCTURE = 1" MIN. + TYPE 'C'- 1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KS, Fy-155 KSI) DIRECTLY INTO CONCRETE AT HEAD OR SILL MAX. NOT RATED 1-3/4' MIN. EMBED INTO CONC. Op. = +50.0 FOR WATER RESISTANCE •• ... • . • .. PSF EDGE DISTANCES • • • , , . . . INTO CONCRETE = 2-1/2" MIN. �• •: •�: : : :•: �. S_I SS1 O TYPE 'D'- 5/16" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI •• ••• •• TAT 0DIRECTLY INTO CONCRETE ADA SILL (x O 1-3/4" MIN. EMBED INTO CONC. ';• �•v �� 66* ••• w ANCHOR w TYPE 'C' ' . • . . EDGE DISTANCES s • • • • • • • . . . • • • • 507 INTO CONCRETE = 2-1/2- MIN. �•• :� �.� �•� ••• �•� w W000 AT HEAD OR JAMBS SG 0.55 MIN. �..� CONCRETE AT HEAD, SILL OR JAMBS Cc � 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS *r:•= ":' 000:'S: M:I. ' � • � � s I' ��• INSWING INSW ... . . . ... . . ANCHOR TYPE 'D' NOMINAL DIMS. DESIGN, LOAD_. CAPACTY-PSF r " TYPE "B' AT HEAD _TYPB .'C'`AT HEAD TYPE 'C' AT S-I A SS2 SILL "-""1TYPE`:C"AT.HEAD "TYPE 'D' AT SSI SILL WIDTH (W) FRAME HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF B ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS 2/0 _ 106.7 110.0 110.0 110.0 110.0 010.0 110.0 2/6� 3/0 82-3/4' 86.2 110.0 110,0 --110.0 110.0 110.0 110.0 72.3 96.4 110.0 109.3 110.0 101.0 11D.0 3/6 62.3 83.0 110.0 94.2 110.0 87.0 110.0 2/0 2/6 3/0 3/6 B4-3/4' 104.2 110.0 110.0 110.0 110.0 110.0 110.0 84.2 -110.0 110.0 -110.0 _ 110.0 .110.0 - 110.0 70.6 94.1 110.0 106.7 110.0 9B.7 110.0 50.8 81.1 110.0 91.9 110.0 85.0 108.7 2/0 2/6 90-3/4' 97.3 110.0 110.0 ' 110.0 110.0 110.0 110.0 78.6 104.8 110.0 110.0 110,D 109.8 110.0 3/0 3/6 65.9 87.9 li0.0 99.7 110.0 92.1 110.0 56.8 75.7 110.0 85.9 110.0 79.4 101.5 2/0 91.2 110.0 110.0 110.0 110.0 110.0 110.0 2/6 96-3/4' 73.7 98.3 113.0 110.0 11010 103.0 110.0 3/0 3/6 61.9 82.5 110.0 93.5 110.0 86.4 110.0 53.3 71.0 106.5 80.5 107.4 74.4 95.2 2/0 2/6 102-3/4" 85.9 110.0 110.0 110.0 110.0 110.0 110.0 69.4 92.6 110.0 104.9 110.0 97.0 110.0 3/0 3/6 58.2 77.7 110.0 88.0 110.0 81.4 104.1 50.2 66.9 100.3 75.8 101.1 70.1 89.6 2/0 81.2 108.2 110.0 110.0 110.0 110.0 110.0 2/G 3/0 108-3/4' 65.6 87.5 110.0 99.2 11D.0 91.7 110.0 55.0 73.4 110.0 83.2 110.0 76.9 98.3 2/0 1 76.9 102.6 110.0 110.0 110.0 107.5 110.0 2/6 114-3/4' 62.2 82.9 110.0 94.0 110.0 B6.9 110.0 3/0 52.2 69.5 104.3 78.8 105.1 72.9 93.2 2/0 2/6 120-3/4' 73.1 97.5 110.0 110.0 110.0 102.2 110.0 59.1 78.8 110.0 89.3 110.0 82.5 105.6 3/0 49.6 66A 99-1 74.9 99.9 69.2 88.6 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. LIMIT EXT.(+) LOADS TO 50.0 PSF FOR THRESHOLD S-I WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THRESHOLD SS1 do SS ARE NOT RATED FOR WATER INFILTRATION. NOT RATED FOR WATER RESISTANCE SS Ir 0 w Ij X X W FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY SEE CHART ON SHEET 6. SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS SEE BELOW FOR THRESHOLD TYPES SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY SEE CHART ON THIS SHEET FOR MULLION ANCHORS CAPACITY SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR. LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. � PRODUC r REVr." Ew a • v 4 �i tf>rl(✓ a : Wilk the Fiorm, ANCHOR = `0 TYPE 'C' 70522 ` AnWluee No I vI of Expirathra Date/ 139 •[(� OF OR1DP.•'' �mv >'�cfCoottd RESIDENTIAL (SADDLE) r N rn pLd V I C rn N O O o in w o o: v N c Z N a 3 to LO 9 Z N � O 3 N O wCD � v�� v N U 3 0 0 n O \ a a e Y v a u drowing no. W06-73 sheet 7 of 7 ,;.w�rf-;.`x�.-..�1..,,y,.-.+ri•+:�+'%`.c•�.-wi....i»i'...X.: �''�..%4. ",..----�'''�'7' `.�-��,..ik-.,i.•.Z _•' �a�'+.•.•-A,. :�' }-i+.-. ..:.�+,y,6.�i�rw"n'-.....%.,,+.+��+.4.!�wAi.s.+:�b."...;�......11 ...�+ti. `'i•'.y .. . __ ._.._. :..i...r..:.-� ,." �" ""'I '. "'T"': "y`4r"�T�'i'Q.-'�.">.�_;•.�.. �i.-T�^---+t-- '2+r".• r _ o'„ --^-T-"--�--^--•.r•�-y-.y'^�-..+• .fir--",�---ram- + .�.%�.xi +..-,�. '- 24" MAX. 24' MAX. 4A -INTERMEDIATE -�` - "INTERMEDIATE - ANCHORS -4 ry ANCHORS` HEAD/SILL HEAD/SILL 24" MAX. ANCHORS HEAD/SILL 6" x W 2 W oe W W a a / / / / / / / \ I I I PANEL WIDTH _ m tw = L N a w a xp XO ¢ _^rm - o: e 0 e w _0? - \ma o I ¢ ca Q 't In O p J SINGLE DOOR OR SIDELITE irc DOUBLE -DOOR , HEAD/SILL------� MTG7S_TILEffANCHORS `--�* --- "�- SEE,.CHARTaAT_ RIGHT 3" MIN. TYP. ANCHOR SPACING 111111 1 1 1I PANEL WIDTH I j PANEL WIDTH DOUBLE DOOR MULLION ANCHORS AT SIDELITE MULLION ANCHORS SEE SHEET 7 DOUBLE DOOR AT SIDELITE MTG. STILE ANCHORS SEE SHEET 7 SE£ SHEET CHART THIS SHEET 3" MIN. TYP. ANCHOR SPACING FIXED PANEL WIDTH PANEL WIDTH PANEL WIDTH 1.250 �j FNIED • PANEL WIDTH i.251 UI W In N a a ,Ir,m = O= X Li cn I= la� To In Q 0-0 O J w w N a a O <0rm O ` > W +�i��m� a vN �o o 0 0 w S J W a a -=cn _ -a ----- MTq':,STILE AN CA URS-tAT'.,DOUBLE `DOORS � - M - ° .. NOMINAV'DIMS' - • � #'' '� --• - -" ' DESIGN LOAD CAPACTY-PSF-` . , , '� , -�. - __. „ ..;. • ." ", TYPE"'B` Af HEAD TYPE tC'-AT HEAD TYPE 'C' AT S-1 do SS2 SILL --- TYPE•'C'-AT HEAD - TYPE"D' AT SSI SILL. ' FRAME' "' WIDTH (XX> FRAME HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 5 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS 50-1/2' 106.7 110.0 110.0 J 10.0 110.0 110.0 110.0 74-1/2' 86-1/2' 82-3/4' 86.2 110.0 110.0 `110.0 110.0 1003 110.0 72.3 96.4 110.0 109.3 110.0 84.5 110.0 62.3 83.0 103.8 94.2 110.0 .72.8 97.0 50-1/2' 62-1/2' " 84-3/4" 104.2 110.0 110.0 110.0 110.0 110.0 110.0 84.2 -110.0 110.0 - 110.0 110.0 _ 98.4 110.0 74-1/2' 70.6 94.1 110.0 106.7 110.0 82.5 110.0 86-1/2' 5D.8 81.1 101.4 91.9 110.0 71.1 94.8 50-1/2, 62-1/2' 74-1/2' 86-1/2' 90-3/4' 97.3 110.0 110.0 110.0 110.0 110.0 110.0 78.6 104.8 110.0 110.0 110.0 91.9 110.0 65.9 87.9 109.9 99.7 110.0 77.1 102.7 56.8 75.7 94.7 85.9 110.0 66.4 88.5 50-1/2, 62-1/2' 74-1/2' 96-3/4' 91.2 110.0 110.0 110.0 110.0 106.6 110.0 73.7 9B.3 110.0 110.0 110.0 86.2 110.0 61.9 82.5 103.1 93.5 110.0 72.3 96.4 86-1/2, 53.3 71.0 88.8 80.5 107.4 62.3 B3.0 50-1/2' 85.9 110.0 110.0 110.0 110.0 100.4 110.0 62-1/2' 74-1/2' 102-3/4' 69.4 92.6 110.0 104.9 110.0 81.1 108.2 58.2 77.7 97.1 88.0 110.0 68.1 90.7 66-1/2' 50.2 66.9 83.6 75.8 101.1 58.6 78.2 50-1/2' 81.2 108.2 110.0 110.0 110.0 94.9 110.0 62-1/2' 108-3/4' 65.6 87.5 109.3 99.2 110.0 76.7 102.2 74-1/2' 55.0 73.4 91.7 83.2 110.0 64.3 85.7 50-1/2' 62-1/2' 114-3/4' 76,9 102.6 110.0 110.0 110.0 89.9 110.0 62.2 82.9 103.6 94.0 110.0 72.6 96.9 74-1/2' 52.2 69.5 86.9 78.8 105.1 60.9 81.3 50-1/2' 73.1 97.5 110.0 1 110.0 110.0 85.4 110.0 62-1/2' 120-3/4-1 59.1 78.8 98.5 89.3 110.0 69.0 92.0 74-1/2' 1 49.6 66.1 82.6 74.9 99.9 57.9 77.2 SEE SHEET 7 FOR ANCHORS DESCRIPTION AND SILL ANCHOR OPTIONS FOR SINGLE OR DOUBLE LEAF DOORS, SINGLE SIDELITES AND THRESHOLD CAPACITY SEE CHART ON SHEET 6. SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY SEE CHART ON THIS SHEET FOR MTG. STILE ANCHORS AT DOUBLE DOOR. LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. MEETING STILE ANCHORS AS SHOWN IN DETAILS AND CHARTS INTERMEDIATE ANCHORS TO BE AT 6" FROM CORNERS AND 24" O.C. AT HEAD/SILL. PRODUC f RIEVtSED = eomplying *hit !Ye F],V4 huldin Cede Aueeptaaft r4 11 p Z EiPh+edos Q�16 �t•a' 1� to�ecCwaot O- ca hto z 3 Z a � 0 0` " dot 0ban Oro 0 �O� LL ZNr M a I'm N LJ } N w U n LO C 0. � L O O O ~ o w o v N c rn 3 Ln Z 3p N n o ' c z LO � o U Q w cn U ,- C� 41 h h m � tO H 2 o \_ drawing no. W06-73 sheet 7.1 of 7 ' n ♦ r4 L� .. .►! i• .ice a j;wA••• .w�.y fir. ♦.F.,,,,r1 ...e�4+aa....Ja �r y,�,�.y• w•"a'. ` u�- "'u. :fs Wi.fi t .��..i. •IW�1r}wO,.e I�.�^`-ry�:- f,4iMIN. .. _ NA IK�- O-r �AI�wM.aw _ .V/ f, ; •.I�.s w��_ `i�M.�!•.f: 5.Y7yI1R! 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SILL CORNER DETAIL 12 SCREWS 3/ END "ODDM t REWSED =14�w1th 1be FT AU A"tpl a Ne -wd2 .03 Ealeirsd.. a.Qe-14�. � z 2 ALUM ANGLE INTERIOR I i� EXTERIOR 5 1) ADA SILL CORNER DETAIL .70592 A, ww TATE OF 7,,—#12 SCREWS 2/ LEG N LJ m N � V to o c o o 0ui o i o' S �N 0 z 3 cn �n Z p N M r7 o 0 zLL. WG o v 0 �I og V) U Mp 012 9 2 drawing no. W06— 73 sheet 7.2 of "'..- .r...1�, '.•..:'.'.:'."�"+�it "�" .. •`�..:".: "' .�.... «'i1.`,.;..r'.,., _. - . -++'- "-inn': 1.,.. '�'_"'.: .._..::.-y2.•...L""_...'b..."`. "'�' �yy y�i .'..'f'�:.s`'',,i".....:+'Z.�.° ".. ;�.-il'f•:'!'i.."�.rw` ,,._ �yy��c�.:..a'�'`:+:.. �K+'+ �+,r.-.y - F .�..... -,•'"� „+ ' , �q---•r--..��-` {,-. . -.vi +�.�•-.-... t ./^---•*--. .. �•`.= .a�-"-v'. y+ v i++ .. -'-��-.T� r`�� _•� '.._. �.. -M.+ ..-T. �.y�._-•a-...gip• - s� ....,..:.,� ~� �i-F• ... v �ti w �_.T ... ,�-r�±.ti ,-t"•'�- Fr �_. .-�_n-.- •,a.•..... .�,_ . .�..w-.- » .� .. t*` .� .a--: ._.� 190 3/4. 1l/1X._ wr c w _ ee r rV t �.. ^ DOOR' FRAME' WIDTH" /� -. ' ANCHORS. 4 ;HEAD (P - 7-AT 18 MAX...,.,�O. Z ^� - CLUSTER OF 4, 5, 6 OR STILE EMS A SEE CHART ON SHEETS 5 &_6 S E SHEET 8 i - a O x ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS WITHOUT_ POCKETS NOT TO EXCEEO.158.95 SQ. FT. 4 MAX. JAMB ANCHOR SPACINGS SHIM SPACE ANCHOR TYPE 'A' & 'B' 'C' 'D' & 'B' 1/4' I8-1/2' .15-1/2' 18-1/2" 3/8' 18-1/2` 1/2' 9-1/4' FALSE MUNTIN, I _ TY4p, 01 r" //4" d 6 1I I1 C it tt � n u it tt REINF. AS REOD. ill, it SEE SHEET 3 - FOR CAPACITY o - - _ • �~p -1 a a Il II n u 222X555 - tt �t n u JAMB ANCHORS SILL ANCHORS_ CLUSTER OF 4. 5. 6 OR 7 AT STILE ENDS SEE CHART ON SHEETS 5 do 8 FOR CAPACITY SERIES '560' ALUMINUM SLIDING GLASS DOOR (2 TRACK) DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVWZ).... . • • 1BY OR 20Y WOOD'BUCKS BY OTHERS, MUST 9E Ahick Sli PjtOpEjLI. • TO TRANSFER LOADS TO THE STRUCTURE. �•. •�� ;•; * �•� �.• ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DEVILS* ANCHORS • EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHdWR:i1 THFA DET#ULS AR6 • NOT PART OF THIS APPROVAL.. • ' • • • • A LOAD DURATION INCREASE IS USED IN DE61GN DF A xC ms• 14o WO6O ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL. SCREW§ US COME INTO CONTACT WITH OTHER DISSIMILAR 111ATEjtIALS-SMALE M�S :HE . REQUIREMENTS OF THE 2014 FLORIDA BUILDIIf CODE._. .•: ; . • INSTRUCTIONS, USE CHARTS AS FOLLOWS. 4- M 40 1/4'EPANOCLIOWIDTH - D.L. GPO.4- 48 1/4- 8 ; � s I�L�]►` DEFERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, SLOG. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 3 FOR THE GLASS TYPE AND REINFORCING TO USE. USING CHARTS ON SHEET S & 8 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEPFOR SIDE BY SIDE DOORS WITH VERTICAL MULLION (IF RD) SELECT 2X6 OR 2X8 TUBE FROM CHART ON SHEET 13 WITH LOAD RATING HIGHER TWIN REQUIRED. SELECT ANCHORS AS PER STEP 3. gap THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 6' MAX. 0 b 0 6L POCKET JAM9 ANCHORS D.L. OPENING D.L.O HEIGHT = DOOR HEIGHT - 13 5/16" D.L.O. WIDTH PANEL WIDTH - 8" ITHESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 2 TRACK DOORS PRODUCT REVISED as aomplyIng with the Florida LAMINATED GLASS AND Building Cod• ':LAMINATED INSULATING GLASS• No"o. 16-0303.01 Explmuon Date 06/12/2017 LARGE/SMALL MISSILE IMPACT n I 1 sy vt►�,,.�A.N', Mlam • Product Control:- ?"'9ia6•i,. v0p I lW. 8 "g 0 o to W112 4129 288 l drawing no. W08-14 shoot 1 of 13 r,W. '�ti14 •• .in �f..w ...+ iL.iSr:" n .� sr. "� -.^+. :-a v w• Y r w. W ..M«- - ti.6.t - .- ..7� i...,..-r . - - , .. �-+r.+"'�.e..�.'�•� - ...:.��'�..� r��. Qrr.. i«3. .«� ._ �.�- .�.•t.�aL� c�.�r .. .� ... �. .: '�„y..s7 �F � � R w.+r++� .t. --.-..-.ham_ a. w ti.4 4 - K 4 r :.-.-,.-.-'yr•+ �h ..-.—"•--J' r .. ,:... ,.a...,m -•_,�- �.. ...^....w•.-+Ya...��.?� � � '. ^— .. —.. , �' _"^2 —sir'•.,...--.-'.•�.= ��".... '. .y."•�.`�`-�-__ ' .r.._.. .. � .,._._ r �. - � � ... •mac - - _ >. - .., � ; ��. .+ ,� rr •.�..-..-z..._,....-......+-- � -. 'r--,.: .:.-- ,.�... ..ram T __ -- .---....,-------_- >--_---------- - --- ---------y~ - Over allDoor-�Frame-Widiti based -on -Panel Width �.MAX.,FRM�iE,W._, -4• � -'�� D; H� F D H XO (SHOWN) OX ' .. XX OXO (SHOWN) XXX (SIMILAR) OXXO XXXX(SIMIUR) MAX D LAW— lf- •. I n m 0 REINF. AS REOD. SEE SHEET 3 G 9per_- • • • • • • . . UL 0 J f panel_ .l - Width 21Porsel"Door F_rome Width 31 Paneit Doo Frame Width 4l Ponel � Door Fiims WldtW 1., Flaed i P.anel From** MIA' 24 * 1"/-4"', 46' 73 1 /Y-• - 04 3/4' 26 3/4' 30 1/4- 60' 91 1/2- 118 3/4' 32 3/4- 72' 109 1/2' 142 3/4" 38 3/4' Be 127 1/2" 168 31e 44 3/4- a 96' 145 1/2" 190 3/4' 50 3/4' low 163 1/2- 214 3/4' 56 3/4' 12W 181 1/2' 235 31,V 62 3/4' Formulo to convert Door Width to Panel Width For 2 Panel Doors: Door Width/2 + 1/4" = Panel Width For 3 Panel Doors: Door Wldth/3 - 1/4' = Panel Width For 4 Panel Doors: Door Width/4 + 9/16" Panel Width For 1 Panel Doors: Door Width - 2 1/2" Panel Width Formula to convert Panel Width to Door Width a For 2 Panel Doors: Panel Width x 2 -- 1/2" = Door Width For 3 Panel Doors: Panel Width x 3 + 3/4" Door Width For 4 Panel Doors: Panel Width x 4 - 2 1/4" = Door Width Door Width For 1 Panel Doors: Panel Width + 2 1/2" - O Panel Height Formula �' o Door Height - 2 9/16' = Panel Height c `` v M^ o � NM M D.L. OPENING D.L.O HEIGHT DOOR HEIGHT - 13 5/16' Ln O . 3 C z ^ D.L.O, WIDTH PANEL WIDTH - 8' §o C) V C H FEB 7. 9 2016 o� PRODUCT REVISED as com l in with the Florida Building Code NOA-No. 16-0303.01 Expiration bate, 06/12/2017 By MI a Product on ro 6i o 11 1 � No = 1_ drawing no. Via_....*•�:�' W08--1.4 . `•Y+„;i' ter,. - —. i r.ay„ ✓r rw 'i._L .x...... .. � +. .w.- .- .-L .� . a• 64�....MF. +-a:-w.w'�.i� �rlfW-n.lY'.^Sf�'w• � �w•N +i. Yfrf..w�.+-.._ A.�.1t r 4. ..y—. .rl � .w.+�i.+_ ..i.A vf�.-+..t.- c - � .w•'h .` 1 X `,.-'•+ �- - i ` . .—+-r+�. .,.+.�.�w �f•�v - ....'ltGv- -+1'_ .--vim-,. - Y�cr' _ .. � _ r .lY' � „ �• _ �1 ...� tr - .r.i...� A � y�,.�.-C�TT'�—_'..^."`.,�.'_�•'�'-'�.�^_T-.."GLYS"'-^'.7T�'T - _�.`..FY"!-'� +riilYV�e�-.+�._-.- 4.�.n..�.�:. e - �... �. �.,..a .. � .�+.r---^-' - ....- - �.-. • ce.-!.. .n .t.FY. <*..+�.« w .. t. �..et.�_ `,.� ♦.-+h.. -r. ^ _ '�'". . 1.....��. - ...•tr,. _ �•.i 1 x DooR FIZ11A1E WIDTH �. _ der I1 -Cr— Width `based -on Pane{ Width. _ _ EA -..r fit.:.•. 5,` ,,srr,.."n..,._. ( ..«F .,. --_... _ -- I _,•:u-- �;/..we t•:....._.s�..�--�..r-.•"`�aa_- -`Y -�� .• tj I I P F I I 1 I I to � I I I I� t I 1 93 I I f? (SHOWN) i I IU I I 1 I 1 I 1 PXX (SHOWN) XXP WIDTH P E P I Io I i PXXP 1 1 1 1 PXXXXP ... PXXXX (SHOWN) PXXXO XXXXP AEA OXXXP rouse winru I I I t 1 I I 1 t Panel e Width,,, —, PX, `XP y1 : Door. Width., $ PXX,;XXP::,1 Door Width _ . t PXXP - : Door Wtdth„ 'w PXXXXP_:_ : ' 090r Width {-IPXXXX. Door Width 22.9/16'—= ="43--1J/16'v .�..44b1/16 o.86Rb/8'. 90 3/4' _ 3o 1/4- 28 9/18- 55 13/10' ISO 1/16- "0 5/e 114 3/4'. 38 1/4' 34 9/18' 67 13/16' 68 1/16' 134 5/0' 138 3/4' 42 1/e 40 Mir 79 1-06' e0 1/le ..158 b/e" 162 3/4' 48 1/e 48 9/10' 91 13/16' 92 1/16- 182 5/8- 186 3/4- 64 1/4- 52 9/16' 103 13/16' 104 1/18' 205 5/8- 210 3/4- 60 1/4' 58 9/18' 1115 13/16' Ile 1/16' 230 5/8" 234 3/4' Formula- to convert Door Width to Panel Width For PX: Door Width + 1 11/16" - Panel Width For PXX: (Door Width + 4 11 /16")/2 — Panel Width For PXXP: (Door Width + 4 7/16")/2 = Panel Width For PXXXXP: (Door Width + 10 3/8')/4 Panel Width For PXXXX: (Door Width + 6 1/4')/4 - Panel Width Formula to convert Panel Width to Door Width For PX: Panel Width — 1 11/16" - Door Width For PXX: Panel Width x 2 — 4 11/16" = Door Width For PXXP: Panel Width x 2 — 4 7/16" = Door Width For PXXXXP: Panel Width x 4 — 10 3/8" — Door Width For PXXXX: Panel Width x 4 — 6 1/4' a Door Width Panel Height Formula Door Height — 2 9/16- - Panel Height DI OPENING D.L.O HEIGHT - DOOR HEIGHT — 13 5/1 e D.LO. WIDTH - PANEL WIDTH — 8" SEE SHEET-3 DOOR FRAME Yr1UTH .� n n r v � PANELS OR SEE SHEEErN3Vo J PRODUCT REVISED on comp)yIng with the Florida Building Code NOA-No. 16-6303.01 Expiration Date 06/12/2017 By MliTIM ProductControl drawing no. W08-14 000 0 . -.- .:. .. .• s ..w. .....r.k .+r .n ^, •ry - ., r..Y, � _ - ..•v,.�.a.-' •••+ •.i:. r .. . .�.�, Y . .� y ayr • ..r-�._ . 'ry�j}}.,,,. •`•rL----F�1' � •.•i.�j,�.,�n.iw�: �. ,.--ni�{,---�•:c,V .,�::,.., ..r. a.m..-�.+••Y •s'� ��:yr�.��.e��li +.. �'�` +. .-.N �'�.+. y .'w�`"+++'...►•sw:�x�.1+'e +%� � .� r� _` ��, ", +-.... wew- • -, .. dr.•".9'Jtad1�''„-is•., 7b. i"' , .►•'Y S.`_ " r.s. - ,( �-� .,,�T•- -. �. .. .. 4+-T` -r`-,x.-ai.... _�.,...s.i�-w..y w., i' ..� , J:� s.. - ��c W _ M i .- � - •: • �,�,�w: :. 1+ '' 't: ...Y�..... .+t+:-. '.:`: +•� x �.�:- � - ••� • ,,.. � :+,. u ..� y,� �►_-•►,► ..Yw,..._ �--�- at- r -#,.jy �:...�. ^� .r+�-:-Y.�.�•�-�11--•�.-�+.--}l.-:y-.Ar-r,+.•?-..:T-*�"'� r .- . C"'-'�-'�'-"-'�--�,.i' -y - '-'�e"w-'-'�^�"'�. ya'+•.^^'.Yn.-ce+• ,rwr y .......r.:u _ w ,ir.y�i _ t� .�v..r f. •i•L , s� •�•--�-r. ,.�. +mow f1 � .4 ,-..-. '..� --er.. ••..e.^..�.-..-, 3 Fr. -.,a ' .. �,. -•rw..{,�+-._ R �sr-.-er-rw. ,.aacinb+k..�i,�+ .ti.�.r-. �..r...��,.+._ ..r ..Y..e l • �. t _ . _ .: Ll � � , - �. +F . Ted '.R'! n Y .w. Z�.- ' _ _ _ .__-.�'s_ '��,. 1- f- rli,?•�t -_,}�, � • ... _ f _ ^ " DBSION'LOAD=CAPACITY --PSF" (GLASS) _ - ^•t> +va•*+► ,_ •:_,•• -• - R; DESIGN} IAADIJCAPAQTII .--LPBF (Omp)- DEBIOH LOAD CAPACITY; - PSF� (GLA83) = -. _r _ ___ 1L: �-- I _ �-T _ _ .��. �auss�rlrPEs' ° auseTTlrpasEt _ ,,.�, _ ��,olass,�rlrnEs GLASS=TYPES! --- ''•v"T LAB` �A1ACIT>Y CHArRTS� aLABS 'TYPRB GlAss-TYPES' a u..61'.dtTYP98 ...8. &e„ .ir a _ '1�.>k.•lA�woma :-a-'2'.t$-,'Wow i .r4 7a...... u. � a , ....1w8 ,lA _ :...., 8:at 9A _wwe�r,•-+��t�:a �r�� _.+ati n _er Ts_,.�w �+`. �x� -,� ..- � _ r�ryasmns ie. s - ;W 0 =NK WnH REM.-W/OWITH RMNF. ._ �.;.:.. + r .GHEE. M•. W� - PJINEL 1e01N ODOR IiDGHf if/0 R6iNF. 11'1TH RL1NF: PANEL tIDiH D0011 FlDQR / i P1118C 1110]F1 DOOR trtlgtl - 1Nasss New waste Rem e�aus 1:XT + BIT. L . R (+). ' W- -rat. EXT. + Q(T-(-) ' EXT. +) W. -) Exr. + BfT. - M + . INT. - - 24-t/4 80.0. 804 12 O 140A 24-1/4 80.0 60.0 120.0 140.0 24-1/4 80.0 80.0• 1200 140.0 1 30-1/4 80.0 00.0 120.0 1400 30-1/4 50.0 a0.0 $20.0 140.0 30-1/4 a0.0 WA 1200 140.0 i2t 33-1/4 a0.o 80.0 120.0 140.0 33-1/4 50.0 50.0 120.0 140.0 33-1/4 a0.0 60.0 120.0 140.0 _ �. 36-1/4 a0.0 80.0 120.0. HOD 35-1/4 800 80.0 120.0 140.0 36-1/4 80.0 80.0 120.0 140.0 NOTE: _ 39-14 80.0 $0.0 120.0 140.0 39--1/4 60.0 80.0 120.0 140.0 39-1/4 80.0 $0.0 120.0 140.0 CAPACITIES SHOWN IN CHART ARE FOR I� / DOORS USING 4-1 4- SILL RISER 42-1/4 ate 80.0 190.0. 140.0 42-1/4 80.0 $0.0 120.0 140.0 42-1/4 80.0 80.0 120.0 140.0 / 44-1/4 - 80.0 60.0 120.0 140.0 44-1/4 C9 90.0 80.0 120.0 14'0.0 44-1/4 111 80.0 80.0 120.0 140.0 SELECTEDAPPROPRI F SILL RISER* TO BE V N 46-1/4 80.0 40.0 120.0 140.0, 40-1/4 a0.0 50.0 120.0 140.0 40-1/4 77.8 77A 120LO 140.0 5ELECTED FOR MAX. POSITIVE 1i7 yzj r DESIGN PRESSURE' SEE DETAILS 48-1/4 79.1 79.1 120.0 140.0 48-1/4 77.3 77.3 120.0 140.0 48-1/4 73.7 737 f20.0 140.0 ON SHEET 4. 50-1/4 75.9 75.9 115.2 134.4 50-1/4 75.9 75.2 115,2 134A 50-1/4 70.2 70.2 115.2 134.4 OBTAIN ANCHOR TYPE AND 52-1/4 73.0 73.0 110.E 129.3 62-1/4 73.0 73.0 110.8 129.3 52-1/4 - - B0.0 40.0 CONFIGURATION TO USE FROM 54-1/4 70.3 70.3 100.7 124.5 54-1/4 70.3 70.3 100.7 124.5 54-1/4 - - 90.0. 90.0 ANCHOR CHARTS ON SHEET 5 iE 56-1/4 67.0 07.8 102.9 120.1 56-1/4 87.8 07.8 102.9 120.1 56-1/4 - - 80.o 0°'0 MULLION SIZE AND CAPACITY TO a Z 5e-1/4 655 05.5 99A 11ao 68-1/4 - - 99A 11e.0 56-i/4 - - 90.0 too BE OBTAINED FROM CHARTS ON GI 60-1/4 833 83.3 96.1 112.1 60-1/4 - - 89.5 $9.6 80-1/4 - - 89.0• 89.6 SHEET 13. 24-1/4 800 80.0 120.0 140.0 24-i/4 a0.o 60.0 120.0 140.0 24-1/4 80.0 80.0 120.0 140.0 LOWEST APPLICABLE VALUE FROM 30-1/4 80.0 SOLO 12OA 140.0 30-1/4 80.0 MO 120.0 1400 30-1/4 a0.0 80.0 120.0 140.0 THE ABOVE WILL APPLY TO � H 33-1/4 80.0 80.0 1200 140.0 33-1/4 60.0 SOLO 120.0 140.0 33-i/4 80.0 80.0 120.0 140.0 CONDITION REVIEWED. 4j 0) 36-1/4 00.0 800 120.0 140.0 3t-1/4 80.0 80.0 120.0 140.0 36-1/4 80.0' SOLO 120.0 140.0 .. _ 39-1/4 80.0 80.0 120.0 140.0 39-1/4 80.0 80.0 120.0 140.0 39-1/4 $0.0 80.0 120.0 140.0 .- a 42-1/4 80.0 80.0 120.0 t40.O 42-1/4 80.0 00.0 120.0 140.0 42-1/4 80.0 Bo.O 120.0 140.0 r. 44-1/4 84 60.0 $0.0 120.0 140.0 44-1/4 f02 80.0 80.0 1200 1400 44-1/4 114 a0.0 60.0 120.0 140.0 0 70.8 120.0 1400 46-1/4 75.5 75.0 120.0 140.0 0 t7 W .. i 40-1/4 SOLO 60.0 120.0 140A 46-1/4 78.8 0 48-1/4 79.1 79.1 12MO 140.0 48-1/4 70.1 79.1 120.0 140.0 4a-1/4 71.6 71.8 120.0 140,0 N ® 50-1/4 75.9 75.9 115.2 134.4 50-I/4 75.9 75.9 115.2 134.4 50-1/4 - - 115.2 134.4 G 52-1/4 73.0 73.0 110.8 129.3 62-1/4 73.0 73.0 1We 120.3 52-1/4 20.0 90.0 � 54-1/4 70.3 70.3 108.7 124.5 54-1/4 70.3 70.3 106.7 124.E 54-1/4 SOLO SOLO M V V r 66-1/4 078 67,8 102.9 120.1 8e-1/4 - -- 102.9 120.1 58-1/4 - SOLO 90.0 0 M t O �I _ _ - 56-1/4 65A 65.5 99.4 116.0 58-i/4 90.0 20.0 58-1/4 90.0 20.0 10 60-14 63.3 63.3 9Q1 112.1 60-1/4 89.5 89.9 60-1/4 - a9.6 89.8 z 24-1/4 80.0 80.0 120.0 140.0 24-1/4 80.0 50.0 120.0 140.0 24-1/4. 80.0 ao.0 190.0 140.0 ' p = g 'I 30-1/4 a0.0 60.0 120.0 140.0 30-1/4 80.0 50.0 120.0 140.0 30-1/4 50.0 80.0 120.0 140.0 aa � It 1 > 33-1/4 $0.0 80.0 120.0 140.0 33-1/4 50.0 80.0 120.0 140.0 33-1/4 80.0 80.0 120.0 140.0 N U Q� 35-1/4 50.0 50.0 120.0 140.0 38-1/4 80.0 50.0 120.0 140.0 30-1/4 $0.0 80.0 120.0 140.0 PRODUCT REVISED y 39-1/4 80.0 80.0 120.0 140.0 32 -1/4 80.0 80.0 120.0 140.0 39-1/4 a0.0 00.0 120.0 140A ae complying with the Florida 42-1/4 SOLO SOLO 120,0 140A 42--1/4 80.0 80.0 120.0 140.0 42-1/4 80.0 60.0 120.0 140.0 Building Code NOA-No. 18-0303.01 � 44-1/4 - 80 SOLO $0.0 120.0 140.0 44-1/4 105 SOLO BOA 120.0 140,0 44 1/4 117 �'0 74.0 120.0 140.0 46-1/4 $OLO SOLO 120.0 140.0 45-1/4 71.5 77.5 120.0 140.0 40-1/4 74A 74.0 120.0 140.0 Expiration Date 06/12l2017 48-1/4 79A 79A 120.0 140.0 48-1/4 781 7Qf 12OL0 140.0 46-1/4 70.0 70.0 118.E 138.4 By O 50-1/4 75.9 75.9 115.2 134.4 50-1/4 74.5 74.8 1152 134.4 50-1/4 - - 133.8 133E Mta1t1 a Product n ro 52-t/4 90,0 SOLO c (� 52-1/4 73.0 73.0 110.E 129.3 52-1/4 71.5 71.5 110.8 129.3 y� 54-1/4 70.3 70.3 100.7 124-5 54-1/4 60.9 86.9 10t.7 124.5 54-1/4 SOLO 900 �► T 56-1/4 67.0 87.8 102.2 120.1 55-1/4 - - 90.0 90.0 50-1/4 - - 80A SOLO NOTE: 8 55-1/4 03.3 65.5 29.4 116_o 58-1/4 - 90.0 90.0 1 58-1/4 - - Colo 00.0 GLASS CAPACITIES ON THIS SHEET ARE 60-1/4 53.3 63.3 98.1 113.1 60-1/4 - e9.6 e9.a 60-1/4 - - e9.a e9.a BASED ON ASTM E1300-09 (3 SEC. GUSTS) v;7iH 24-1/4 80.0 a0.0 120.0 140.0 24-1/4 60.0 80.0 120.0 140.0 24-1/4 80.0 80.0 120.0 14a° AND FLORIDA BUILDING COMMISSIONLl 30-1/4 60.o a" 120.0 140.0 30-1/4 80.0 80.0 120.0 140.0 3o-t/4 eD.o ao.o t2a.o 140.oDECLARATORY STATEMENT DCA05-DEC-219 s33-1/4 $0.0 50.0 1200 1400 33-1/4 Bob 80.0 120.0 140.0 33-1/4 SO.0 mo 120.0 140.0 �' O m t` u x 36-1/4 80.0 a0.0 -I20.0 to .� -�/ • • • 50.0 120.0 140.0 36-1/4 80.0 ao.0 120.0 140.0 39-1/4 80.0 80.0 120.0 1 40 �9-� • i •amo 80.0 120.0 140.0 39-1/4 60.0 80.0 120.0 140A • 0•• 0 80.0 120.0 140.0 42-1/4 60.0 60.0 120.0 t40.0 42- i/4 80.0 80.0 120.0 Mo. 32�9il • • • • 1 11 U 1 44-1/4 80.0 800 120.0 140.0 44-1/4 108 • •80.0 600 120.0 140.0 44-1/4 120 80.0 60.0 120.0 140.0 ��jP► 44-1/4 80.0 50.0 120.0 140.0 46-1/4 80.0 60.0 120.0 140.0 48-1/4 72.3 72.3 120.0 140.0 j % ,`,•••� �&' �i l 45-i/4 78.8 78.8 120.0 0. 48;t/� • 7 75.9 1200 140.0 48-1/4 ^ - 120.0 137.1 ��'" '' 741� ` N 7 • • - 60-1/4 75.9 75.9 115.2 134. 50l1 • 72.3 115.2 134.4 50-1/4 - SOLO SOLO _ �}+ b 52-1/4 73.0 73.0 110.8 • 829. b281/4 • • • • • �.2• 62.2 1 ma129.3 52-1/4 - -- SOLO SOLO 64-1/4 70.3 70.3 106.7 124.5 54-1/4 -► - 90.0 00.0 04-1/4 - - 90.0 90.0 OF droving R0. 0 66-1 4 - 90A SOLO �� Om01;.•'� �08 14 56-1/4 57.8 07.8 102.9 "12111 56-1/4 - - 90.0 90. / 58-1/4 65.5 655 99.4 51-174� •�• : •- - 90.0 90.0 56-1/4 - 00.0 90.0 a0-1/4 - - 001 •12.1• ad- • . - - aa.e 89.6 so-1/4 - - a9.e 09.6 I ��At'` sheet 3 of 13 . 0 . •• •. .�. ....nKw .... .�.^..' .^+.. M .. ..+..:i'�.� ., � ,A .� .y ..:."X'"... w�..�` � ....� • h.M ++-?°•+sti � •�wi^�rr� "A+.+ea- s..°~�.:�•r.:.`+-.li..� ..sp. ,E- 4 ,w,, � `y 7 -rSr_.T +w .N/IM►w �+�!..NA. uw�l..�wn�.�..V+Mhn�F- `"' �.µy, _v,p � a� .a�it�" "'i" .Wc.�- �. ...�.._ .rw .i" ...+ ''+!:'-'y�.ie.ea-T��'.:°'fP' .r, 9•• r •, .� -_`.rim..+'vi=�`_"�^il'� _ -V r � �, +..:+ ,• - . �r�..Y °� rc �w .. T.a.� ��."..:tom• v .. -.. �-� Syr•=� r yl. `* r,�.�*'7-'S -e..T.^^'� .^ ..�. - . r-. ,F7..fl++�,r► ."'Y'�'•it7�^�.u."" F.....}T ...+�.�" .;A r++t...e..4 r �v. r.gn.s..- <. - .4.•_ ,��w ""� „+......dl�.i..i... .%w�►.w��.�� `4 ��r.F.. ..-. aM:t • - 1 .. .. .• rti, ...�w+ _ .,4} r,. �,,,� - - .,-. Lr �ne•e' v w.••- "-"V r .. - -Y:--- .��..-eti r. +-�: 3/t6 TEMP:,GLASS ..� +wer+r`.rgnt-•. -mow _ + Z ..Mw•�.r�;t`a.. _ - „ _ 8 TEMP: GLASS fir. 4 :, - - ,,.�. __Y�., .5/18'AIR -SPACE 1% =` HtA7: STREN'D GLASS Z` ~r r1/4' ANN: GLASS M ~ -� 1/4' ANN. GLASS _ �1/4- HEAT STREWD GLASS ' -- � �- 090" Interloyer 090" Intodayer SentryGloa SentryGlos Y. 'Kuraroy Americo, Inc.' By 'Kuraray Americo, Inc.' O OR 075" Interloyer 0750 Interia er Soflex CP With PET Core Saflex CP "i PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 3/18' ANN.' GLASS 3/16', ANN. GLASS SILICONE DOW CORNItjG 995 s SILICONE GGOE11200 NO 995 GE 1200 18 � 18 �o M 1 E 11 1 �i 70 M 17 12 XL EDGE SPACER p i O , i ST. STEEL BY 'CARDINAL' i " t i �, OR r OURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 10 0 10 34 AT 1/4 POINTS ON LITES 34 AT 1/4 POINTS ALL SIZES WIDER THAN 36' GLASS 'HYPE 'I t:LASS TYPE 11A' LOAD CAPACIT DUE TO WATEI EXT.(+) Q 60 GLAZING OPTIONS 090' interloyer 000" Interiayer SentryGtoe By ntKuroroy America, Inc." ` """'' rAos By 'Kuroroy America. Inc.: OR OR 075' Inledcyyeer Satlex CP With PET Core 075' Intecloyer Soflex CP With PET Core ex CP By 'Eastman Chemical Co.' By on Chemical Co.' 3/16' HEAT STREN'D GLASS 3/18' HEAT STREN'D GLASS SILICONE _ DOW CORNING 995 SILICONE CORNING 995 GE 1200 GE 1g GE 1200 18 r to 17 t 11 1 py 17 '' r 12 XL EDGE SPACER r 'CARDINALOR i 0 i I ST.. STEEL BY i P4 r DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' SU 0 10 10 AT 1/4 POINTS ON LfIES 34 AT 1/4 POINTS ALL SIZES 34 WIDER THAN 36' GLASS TYPE V GLASS TYPE 'ZA' NOTE: 3/16' AND 1/4' PIECES OF GLASS ON THE 1/2" LAMINATED UNIT ARE INTERCHANGEABLE (EX: 3/16" +.1/4" OR 1/4" + 3/16') . J.PAD CAAC V: • • • • LOAD CAPACITY DUE TO WATER DUE TO NEATER EXT.(+) 80 PSF EXT.(+) 100 PSF io LOAD CAPACITY DUE TO WATER EXT.(+) .. 120 PSF S� LQAI4 CAPACITIES SHWJ Itj CKWr ON SHEET 3 ARE FOR DOORS USING 4-1/4' SILL HEIGHTS FOIE MORS :)SW LOIER SILL HEIGHTS LIMIT EXTERIOR(+) LOADS AS SHOWN ABOVE. . . . . . . . . . . . .. .. . . . .. .. w k It PRODUCT REVISED as comp)yyingg with the Florida Building Codi NOA-No. 16.0303.01 Expiration Date O6112/2O17 By Mia ds Product Control HER 2 9 26116 JLI drawing no. OF W08-14 w�tiTfT. }a�1y .1M�C �. M• .�'.:s"".'....RIC..�".�.aC'.S->:...:.x.' +.�- � « �=,..�A••�,` 1�"...T.. �..�:.` :A k'",a '`'�.,: V;' :`� '. •4 ^ „�'"` F �w�''.'4 �"' -�:.1�i.. ;...,-.,+r" r�1.."`:1+..; at +� ni.-..r'...•.w ��.--1.�+ �ii:.i .i.+t!G..�+ ...�'1.. �.� S.'rw.`rac rS�ri�r�.- ~..'x".1��``..r;."�'�FP �""�,..i �'-� ijc"V.T.,�j';w..,�.�nv. ti•. Lei r �.y sw - �..�.v,,, ,.fie .,,. � �r - � 1 _ �. : .��I!.'..e�9., r _'_.y,,...y.... f.,._..., `T�.•� .- r a... , .��. 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AND MULLION M 54-1/4 92.9 108.4 123.9 140.0 140.0 140.0 118.0 134A 140.0 02.9 108.2 119.4 140.0 140.0 140.0 CHARTS IN THIS DOCUMENT. 80-1 /4 83.7 97.6 111.E 140.0 140.0 140.0 108.2 121.4 136.6 83.6 95.8 107.5 130.0 140.0 140.0 LOWER APPLICABLE VALUES CONTROL. 24-1/4 135.7 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 `-140.0 140.0 140.0 140.0 140.0 30-1/4 L 108.8 138.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 118.5 139.8 140.0 1 140.0 140.0 140.0 ati 36-1/4 113.5 136.2 140.0 140.0 140.0 140.0 140.0 140.0 140.0 110.7 138.1 140.0 140.0 140.0. .140.0 Q� 42-1/4 B4 97.4 118.9 136.3 140.0 140.0 140.0 127.1 140.0 140.0 100.1 116.8 133.5 140.0 140.0 140.0 Q 48-1 /4 85.3 102.3 119.4 140.0 140.0 140.0 111.3 129.9 140.0 87.7 102.3 116.9 130.2 140.0 140.0 54-1/4 91.0 108.2 121.3 140.0 140.0 140.0 115.5 132.0 140.0 91.0 104.0 116.9 140.0 140.0 140.0 �i l 's 0 60-1 /4 81.9 93.6 109.3 140.0 140.0 140.0 104.0 118.9 133.7 81.9 93.8 105.3 1 127.3 140.0 140.0 24-1 /4 128.7 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 135.7 140.0 t40.O 140.0 140.0 140.0 30-1 /4 101.6 126.9 140.0 140.0 140.0 140.0 138.1 140.0 140.0 108.7 130.5 140.0 140.0 140.0 140.0 a 36-1 /4 105.9 127.1 140.0 140.0 140.0 140.0 135.3 140.0 140.0 108.9 127.0 140.0 140.0 140.0 140,0 U 42-1/4 90 90.9 109A 127.2 140.0 140.0 140.0 118.7 138.4 140.0 93.4 109.0 124.6 140.0 140.0 140.0 Q C 48-1/4 79.8 95.5 111.4 140.0 140.0 140.0 103.9 121.2 138.5 81.8 95.4 109.1 127.1 140.0 140.0 $ 54-1/4 84.9 99.1 113.3 140.0 140.0 140.0 107.8 123.2 138.6 84.9 97.0 109.1 131.9 140.0 140.0 00-1 /4 76.5 89.2 102.0 131.6 140.0 140.0 97A 110.0 124.8 78.4 87.4 98.3 118.8 135.8 140.0 Q + 24-1 /4 115.8 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 127.2 140.0 140.0 140.0 140.0 140.0 U 30-1 /4 95.2 119.0 140.0 140.0 140.0 140.0 129.5 140.0 140.0 102.0 122.3 140.0 140.0 140.0 140.0 Z 36-1/4 99.3 119.2 139.0 140.0 140.0 140.0 129.6 140.0 140.0 102.1 119.1 136.1 140.0 140.0 140.0 C � N o 42-1 /4 g8 68.2 102.2 119.3 140.0 140.0 140.0 111.2 120.8 140.0 57.6 102.2 116.0 f 38.1 140.0 140.0 3 N r: I 48-1 /4 74.8 89.5 104.5 132.1 140.0 140.0 97.4 113.6 120.9 78.7 89.5 102.3 119.2 139.1 140.0 M 54-1/4 79.8 92.9 106.2 137.0 140.0 140.0 101A 115.5 129.9 70.8 91.0 102.3 123.7 140.0 140.0 80-1/4 71.7 83.7 95.8 123.4 140.0 t40.0 91.0 104.0 117.0 71.7 81.9 92.1 111.4 127.3 140.0 24-1/4 111.8 139.7 140.0 140.0 140.0 140.0 140.0 140.0 140.0 119.7 140.0 140.0 140.0 140.0 140.0 30-1/4 89A 112.0 134.4 140.0 140.0 140.0 121.9 140.0 140.0 98.0 118.1 134.3 140.0 140.0 140.0 U o m d 35-1/4 93.5 112.2 130.9 140.0 140.0 140.0 122.0 140.0 140.0 96.1 112.1 128.1 140.0 140.0 140.0 PRODUCT REVISED F 42-1/4 102 80.2 98.2 112,3 140.0 140.0 140.0 104.7 122.1 139.6 82.4 9Ef.2 108.9 128.1 140.0 140.o as comp[y[ng with the Fiorlda 48-1/4 70.2 84.3 98.3 124.3 140.0 140.0 91.7 107.0 122.2 12.2 84.2 96.3 112.2 130.9 140.0 Building Code Non-Mo. 9 6-0303.01 54-1/4 74.9 87A 90.9 129.0 140.0 140.0 95.1 108.T 122.3 74.9 85.0 96.3 118.4 t33.0 140.0 60-1/4 87.5 75.7 90.0 116A 132.7 140.0 85.7 97.9 110.1 67.4 77.t 88.7 104.8 119.8 134.8 Expiration Date 0 !12l2017 24-1/4 105.6 132.0 140.0 140.0 140.6 140.0 140.0 140.0 140.0 113.0 135.7 140.0 140.0 140.0 140.0 By 30-1/4 64.8 105.8 126.9 140.0 140.0 140.0 115.1 138A 140.0 90.6 108.7 126.9 140.0 140.0 140.0 Mla t- a Pro uc ont� o 36-1/4 88.3 105.9 123.6 140.0 140.0 140.0 115,2 134.5 140.0 90.7 105.9 121.0 140.0 140.0 140.0 42-1/4 108 75.7 90.9 105.0 134.1 140.0 140.0 98.9 115.4 131.8 77.9 90.6 103.8 121.0 140.0 140.0 Tg 48-1 4 8b.3 79.b 92.8 117.4 137.0 140.0 88.0 101.0 115.4 68.2 79.0 90.9 105.9 123.8 140.0 1fill�' T a $ 54-1/4 70.8 82.0 94.4 121.8 i39.2 140.0 $9.8 102.7 115.5 70.7 80.9 21.0 109.9 125.6 140.0 60-1/4 63.7 74.4 55.0 109.7 125.3 140.0 80.9 92.8 104.0 53.7 72.5 81.9 99.0 113.1 127.3 24-1/4 100.0 125.0 140.0 140.0 140.0 140.0 136.0 140.0 140.0 107.1 125.5 140.0 140.0 t40.0 140.0 0 30-1/4 80.2 100.2 120.3 140.0 140.0 140.0 109.0 130.8 140.0 85.9 103.0 120.2 133.4 140.0 140.0 y d Y 36-1 /4 83.5 100.4 117.1 140.0 140.0 140.0 109.2 127.4 140.0 86.0 100.3 114.8 133.E 140.0 140.0 N ' c m w 0 x 42-1/4 114 71.8 86.1 • 10Um5• 42?.O• •140.0 140.0 93.7 109.3 124.9 73.8 66.1 98.3 114.8 133.7 140.0 48-1 /4 02.8 75.4 8640 • y 14.2• • 149.7 140.0 82.0 95.7 109.4 64.6 75.4 88A 100.4 117.1 133.8 3 34-1/4 07.1 78.2 • 99!4 • 145.4• •t17t.9 140.0 85.1 97.3 109.4 87.6 70.6 85.2 104.1 t.t9.o 133.9 ` 1► 60-1/4 80.4 70 4 80.5 103.9 - 118.7 133.8 76.6 57.6 98.5 80.3 89.0 77.8 93.8 107.2 120.E A� N 4�i g , .0 118.8 40.0 1 0.0 1400 140.0 129.2 140.0 140.0 101.7 122A 140.0 140.0 140.0 140.0 �•' 1e'••' ' 11; 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(NON MEIrALLIC) WITH BONDING AGENT NOT BY CGI MUST TRANSFER SHEAR LOADS TO STRUCTURE • :EDGE BIS'F. • •. • .. •• • ; • �ti/ �: O • • � � � lb W2� / \--SEE SHEET 8 FOR ANCHORS • • • • • • - w3 • ••• • SILL WITHOUT RISER NOT APPROVED FOR INSTALLATIONS MERE WATER INFILTRATION RESISTANCE IS REQUIRED. MAX. DESIGN LOAD FOR THIS SILL IS THE SAME AS 4-11V RISER. PRODUCT REVISED as comp in with the Florida Building ode HOA-Mo. 16.0303.01 Expiration Date 0 12/2017 By --� Mia - ro uct on ro EP & W1 = .30" X 1--5/8" WEEP SLOTS WITH PLASTIC COVER AT 9" FROM EACH END AND t48" O.C. W2 = 1/4" X 2" WEEP SLOTS AT 4" FROM EACH END AND :1:12" O.C. W3 - 1/4" X 5/8" WEEP HOLES AT 9" FROM EACH END AND ±48" O.C. '9 r loss p� - No 7 2 drawing no. LL- ,-,l I lost- . •-'xx._..__ — i.•-ao --v---•ter - _ _ _ _ � . � . TYPICAVtANCHORS.• IN CLUSTERS-- ,�...- AT, MTG.;- STILE .�.._ & INTERLOCK. ENDS SEE SHEETS 'S' & 8 R ....."'f .wa.�.' _47, '^+� ~.�...�� .►..y�.0..•'ryatn+-...`w.7Y�.+f'•'^.��+kMM_�tM/• ..fAc..w. .. /- •� Vr�...�w♦ •i iY *wrs..n r• .- +..e.'• .n+Mr+ +w`FS4a.N..• .-' • .-.�i..I..% .e,. !.iY.! ^ rW.�•Na:.....� � +a+ J�•%b••.. - _ u �• r J} .:--�.�•-..�•� - -� + :`- _ - •.`Y"' . t+a. W • a • Ifh. '1 t s ..:` s �+��(,.-�=^f•-.—t•- .'�1r-..�- ....�=tw• ,':,F. r'^., ., .:i. .. � �..•�... +..Y t...e.t..�.��'r..�.e,.F-v.��•�`��.,..�a�..•�.�.. ae!k. . _.•�-o•7-�a �..��.!e.+. ..--t a: +e-=r..•�n•1:4�"y'}1'YteF +.�. .4 +�..� �-N4A*1..�.--�. .�.� � n -••ri ,-{---.f.-�..... ...- �•'�+.+«9w• ..�-.. _..., . ..-..,v,...; TYPICAL: ANCHORS' ,�«c-----r� -:a:•: PRO?ERLY,•='SECURED_`""' �'";"°•-:"` .,r L_..,a ?:..� 31WCLUSTERS _ - yr °1BY�ORI.2BY -- !__.ICAL:ANCHORS AT MTG.' STILE WOOD BUCKS ' IN' CLUSTERS ��••dc' INTERLOCK` ENDS. � f ,_. �....-,._,_, EAW ..._.-AT. MTO.• STILE - V, z� r.& INTERLOCK ENDS----.r..�... � -• �-•T: � ��.-�•••-• `-n METAL _ FOR QUANTITIES` - SEE SHEETS 5'dI` S FOR QUANTITIES STRUCTQUANTITIESSEE SPEC BELOW 71�. • ' EDG .DIST.= • - .. a\y v� _ N ANCHORS TYPES A AND D INTO WOOD STRUCTURES ANCHORS TYPES B DIRECTLY INTO 3 KSI CONCRETE d ANCHORS TYPES A AND D THRU PROPERLY SECURED 113Y OR 2BY WOOD BUCKS INTO 3 KSI CONCRETE • EDGE •DIS1-. . IN CLIUSTBRS • • • • • • :.. if MTG.• 51" 1 ' & INTERLOCK ENDS .. • • . • HIGH STRENGTH GROUT I'c - 5000 PSI MIN. SEE SHEETS 5 & 6 NOT BY C.G.I. • FOR QUANTITIES • • • MUST TRANSFER SHEAR : : : : : : : : LOADS TO STRUCTURE • • • • • • • • • P ANCHORS TYPES 8 AND E DIRECTLY INTO 3 KSI CONCRETE .+`. �:s..;�..(••.e,•Y �..a7.n'° Y'�ir..�.:': ri...+:.•i..f.f „'.+,Y.:.-�;ris5.�.+'�'�.•-Y'i`..+�.�i4w+�' 5 � .., - �, yr .� �a, - .•- «+� --•,,,.°.,r+ .;;dh%._ IATfMTG:1STKE F° ENDS. . &: WTERLDCK EN ' SEE'SHEETS` 5 FOR',CUANTffIES"' "` �'"""'t "' i - U 'Z=_ EDGE DIST. F �yA7j LL a ANCHORS 'TYPES C {L INTO METAL STRUCTURES OR APPROVED MULLIONS Q 3 IBY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. I TYPICAL ANCH0 SEE EM. FOR SPACINO I TYPE 'A' - 8/16' DIA.- ULTR►.CION BY 'ELCO' (Fu•177 KSI, Fy-i55 KSI) INTO WOOD STRUCTURES WITH 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR 2BY WOOD SUCKS INTO CONC. OR MASONRY WITH 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) WITH 1-1/4- MIN. EMBED INTO MASONRY (JAMBS) 'TYPE 'B' - $f 16" DIA. ULTRACON BY 'ELCQ (N-177 KSI, Fy-155 KSO DIRECTLY INTO CONC. OR MASONRY 1-1 /4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4- MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) TYPE 'C' - 114 SMS OR RELE DR1L1N0 SCR(OWE 2 CRS) INTO METAL STRUCTURES STEEL ; 1/8' TNK. MIN. (Fy a 36 KSI MIN.) (FU a 55 KSI) ALUMINUM : 1/8" THK. MIN. (6083-T5 MIN.) (Fu = 22 KSI) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'D, - IX DIA HILTI KWIK_-CON (Fu-136 KSI, Fy-137 KSI) INTO WOOD STRUCTURES WITH 2" MIN.. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR 213Y WOOD BUCKS INTO CONC. OR MASONRY WITH 1-1/4" MIN. EM13ED INTO CONCRETE (HEAD/JAMBS) WITH 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) TYPE It - 1/4' DIA HILTI KWIK-QON M (Fug-138 KSI. Fy-137 KSI) DIRECTLY INTO CONC. OR MASONRY WITH 2' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) WITH 2" MIN. EMBED INTO MASONRY (JAMBS) ANCHOR EDGE DISTANCES (UNLESS OTHERWISE NOTED) INTO CONCRETE AND MASONRY a 2-1/2- MIN. AT 1/4" ANCHOR ` 3-1/8" MIN. AT 5/10' ANCHOR INTO WOOD STRUCTURE a 1" MIN. AT 1/4 ANCHOR 1-1/4- MIN. AT 5/16" ANCHOR INTO METAL STRUCTURE 1/2" MIN. WOOD. AT HEAD OR JAMBS SO - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-00 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. 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ULTRACONS BY 'ELCO' MASONRY (Fu-177 K54 Fy-IM KSO CONCRETE 114 SMS -- WOOD 1-3/4` 3/4' (GRADE 2 OR 3 CRS) •• ••• • • • • • •• • •• • • • • ••• • .. ... .. . . . .. . . .... .... . . .... .... . . . . ... .. . . . .. . . . . . . . ... . . . . ••• . . . ..... . ... PANELA 48- )THS "` F,V 1 54-1j SB.8 65.a 46A 4lS.0 41.9 _ 41.9 37.3 37.3 33.8 33.6 120.0 140.0 1 120.0 1140.0 1 120.0 1138.0 1 120.0 122.5 110.3 110.3 120.0 140.0 1 120.0 1 140.0 1 120.0- 1, 131.0 1 110.8 1 116.E 1 104.9 .104.9 ABOVE CHART IS FOR 12" TYP. ANCHOR SPACING t 6' SPACING MULTIPLY CAPACITY. X2. PRODUCT REVISED o as complping with the Florida Building CCodd• NOA-No. 16-0303.01 Expiration Date 06/12/2017 By Miam a •Product Control y 0o'rHRI 1111 1 'P,�p D r�!1L� �' � • drawing no. W08- 14 7 0 j now 7� 5.570 Wr W J. oo�& r A .715 .160 fit -.010kIMMAP$� A - . IN.0ho 1�14.- M&0ftW*- -ftftY-�k r AA=2-L 73 - -7 bio 1.137 2.175 1.850 2.242 j L1)o .090 rm. m3o oFj -6.473 .080 Typ. (D FRAME HEAD JAMB/LOCK STILE INSUL. CLASS ADAPTER 2.242 .062 .683 do-2.070 1.770 - 350 a . TV. ago - k I I M12 Lj- 1.140 .140 11. .6 a 080 32 3.000 .935 2.272 1 .410 2 L .070a63 1 9 FIX. PANEL BASE Llr25 J T P it . yp. .110 2.652-1 -1.980- 1.053 Fj 1.1112 3.000--t TOP RAIL 835 O INTERLOCK STILE •2 -1.980- 1- GLAZING BEADS 04 1 2.750-1 .2411- r, 892 -.r C";; 070 14 STILE REINFORCING -;C" 103 3" .080 C zle !; Typ. ;. M22 Typ. 1.000 4,610 080 2 3.197 0 5.780 .9305.314 .080 .882 TYR 1,122 -.070 1.000 5.024 I PRODUCT REVISED 0 715 as complying with the Florida 0 .715 2.242 .930 L .200 2.947 Building o 9 C 2.285 NOA-Mo. 16-0303.01 BOTTOM RAIL L Expiration Date 06/12/2017 GLASS ADAPTERS ASTRAGAL STILE 13Y '11�- - MIa1h 2.000 POMe Product 'z -.750 6.470 750r FRAME JAMB pe 004 0 0 0 0 '"000 .080 2 ff142 Typ- 2. 2.988 .090 [Typ. - 1.853 4A37.5575 2.2292.449 1.850 2000 065 3.31 3.801 .075 1.6 % P2 H1 N14 -A7115 3•9 6 N06 J kiw .065 .620 M . gyp•- drawing no. -5.5701 W08-14 •111111 sheet 100f 13) O FRAME SILL -L!*Sj1*:RIS!R PTO�ARO) SILL RISER (HI -RISE) to POCKET DOOR HOOK - a. u. - ♦ ,,..t, f-.+..f.y . v-..h* .' - .• a "' \ ,..♦... ♦s..�+-.. .•.► •+r�vu.++i7� ,�.�r'-sW+•. Y +' _ _ �.R r..�/, .M, M*.ly,�. • .i.s.,x. �. ,i .-s..,t•w +...hZi.'M�w�w-w - - .M,.4. M .bt;-l�c'�.+•4.; ..�1� .a- -�.�• p� ti+ ih ♦-� : .,F:e 1 ,. rs,. ti w ... - �r-�......4• T rt+w. -. �..-�..•!"A11..T�E,*. �-�•. ♦ ,,�iu ..it �y�� ar aw: ♦ .w w r!, ..- --m ...t.� .r+M�w.J. d i!Y yr. � �,+ZtJt•1rZ�ei. �a �._��vrM'Y �.�+i+...,s..-�...-:..�i, i�+^4s %•.Z+.� .v." .ti �..-�`..w!�•�ly' -.�wu,yA., �.�I ��.+ i.. T �-�+.^MR,i••M•..nl+�iWwfHr+t; -.%f sZJh71� �' '• � ..e' M ;v :y 1. ...• • .^n.. y- � L .S_ . �'1i r yy• `� � � y," rS�--�.e �w : M. -J=. - /SY-_._ti' Y } 7��`!'--+* l �-. ..-C+r .. • - v � � P. .. • Y Y !- --�-.•n+�ro�".T9"-n'�"-�'��.!"„�r':4'4".��-�-"g"+yj� . .�. .-. �. ,c; .+•. t . .._..��..,R'w.fj..e • -.. -.eF A-C�..s... ,�� ^akl�.y�;, '...�...w �.Y.I.�Q_ .p may,—�-� � n...--w..-,.. -, u m . ..-.. ram^ �* T? 13 wv.we'we+tl�.+�RT w 6,. + tTTBIt % PA►R1' S 4 1 DIiBCltiP7MIM1t, �- -' 'rs r ` i�YA7BRIAL i3[ANB:/8l1PPWRR/R[l1ARKs =_: rr4 +.flY'A� �. A 1- ..� CGI-550-� - ... .1_.0 . - FRAME, HEAD,• _.�- - . - 8063=T6 ti 2 ' "Ca-5517 1 FRIWE•Slll ••_ .-.:x - - 6003-T8 3 CCI-552 2 FRAME JAMB 0003-TO 4 Ca-555 1/ PANEL TOP RAIL 6063-TO 5 COI-558 1/ PANEL BOTTOM, PAL 0063-T6 - 6 Ca-557 2/ PANEL JAMB/LOCK STILE 8063-TO 7 CGI-558 AS REQD. INTERLOCK 6063 T8 - 8 CGI-559 AS REQD. ASTRAOAL STILE 6063-T6 - 9 Ca--553 AS REQD. SILL RISER (STANDARD) 6083-T5 - - 9A CG17-653 AS REQD. SILL RISER (HI -RISE) 6083-T'5 - 10 CGI-501 AS REOD. ' GLAZING BEAD (COLONIAL) 6063-T5 1DA COI-553 AS REQD. GLA71NO BEAD (SQUARE) 6053-T5 - 11 1 CGI-552 AS REQD. CLASS ADAPTER (COLONIAL) 6063-75 - 11A COI-584 AS REQD. GLASS ADAPTER (SQUARE) 8063-T5 12 CG1-565 AS REQD. GLASS ADAPTER (INSUL. LAM. GLASS) 6063-T6 - 13 Ca-585 2/ FIX, PANEL FIX. PANEL BASE. 2' LONG 6063-T5 ATTACHED WITH #8 X 3/4' PH PH TEKS 14 CGI--560 AS REQD. J.STILE REINFORCING 6063-T6 LENGTH a- DOOR HT. - 14' 15 CGI•-577 AS REQD. I POCKET DOOR HOOK 6053-To - ILI— may, y� y- -.f. in: �y f;�i4 r,�y��l�hiCR4 ji�i1�'15• -,...e.e• •,;-,i. i - :.li ,•x ., .awa.�wraro..e.asncm..A �ti �. q •-�r��aii�e.i - .e �e • �•a..a...• {� ....• JI�:..._ 1 � ..... 8 Yi Q 1 7 •157 BASE X .290 TRI-FIN (USED HORIZONTALLY) 16 VARIES VARIES WOOL PILE WEATHERSTRIPPING WITH FIN PILE ULTRAFAB OR EQUAL .187 BASE X .29D SINGLE CENTER FIN (USED VERTICALLY) 17 CGI-382V VARIES GLAZING BEAD BULB VINYL CUSTOM EXTRUDED 18 SILICONE VARIES STRUCTURAL SILICONE RUBBER GE 1200 OR DOW 925 19 CGI-584 1 ANTI -LIFT BLOCK GL REINF NYLON CUSTOM CGI PART ABOVE INTERLOCK ATTACHED W/ (2) �tOXI' SIRS 20 CG1-585 1 ADHESIVE BACKED PILE PAD (.300' HIGH) PILE ULTRAFAB OR EQUAL AT BOTTOM OF EACH INTERLOCK 21 TA;-51 OR TA-84 2/ MOV. PANEL TANDEM S/S ROLLER S/S BUILDERS HRDW. OR EQUAL ATTACHED WITH j8 X 3/4' PH PH TEKS 23 CH-200 1 M.S. COMMERCIAL HOOK BOLT LOCK (CH-200) S/S MECH. CUSTOM PART INCLUDES CGI-580 FACE PLATE TRIM W/ (1) S/S KEEPER (CGI-581) 24 CH-107 1 BRASS THUMBTURN BRASS/ZINC CUSTOM PART 1 REQUIRED PER HOOK BOLT 25 CH-109 OPT. BRASS KEYED EXTERIOR CYLINDER BRASS/ZINC CUSTOM PART OPTIONAL PART 26 CGI-561 1 .850. X 3.876 S/S KEEPER S/S CUSTOM PART ATTACHED W/ (3) #10 X 1- TRUSS HEAD SMS 27 SCREW (FRAME) 12 112 X-1 1/4-,HEX HEAD S/S SMS S/S VARIOUS 3 SCREWS PER FRAME CORNER 28 SCREW (PANEL) B 010 X 1 1/4- PAN HEAD S/S SMS S/S VARIOUS 2 SCREWS PER PANEL CORNER PER FIXED PANEL MAXIMUM OF 24 FROM 29 SCREW 2 �8 X 1 1/2- FLAT HEAD TEKS S/S S/S VARIOUS OUS TOP dt BOTTOM MOUNTED ON PLASTIC COVER E 30 SCREW VARIES �10 X 1 1/2" PAW HEAD TEKS S/S S/S YARlOUS AT 6" FROM ENDS AND 24. ON CENTER MAX. 31 COI-599 VARIES RUBBER SEAL RUBBER/FOAM CUSTOM PART CONSISTS OF 1 e X 3 1 8 X 3' LG PLATE CLUED 32 SIDELITE JAMB CLIP 1/SCREW 3' LONG CLIP (AT 'O' CONFIGURATION) ALUM CUSTOM PARTTO 3 4 X 1 1 2 X 1/8 THK X 3 I.G.GTUBE 1 WEEP AND COVER AT 9" FROM ENDS AND 33 HI-FLO WEEPER VARIES WEEP HOLE AND COVER NYLON PEP AT CENTER LINE OF INTERLOCK OR ASTRAQAI. 34 - 2/ LITE • SETTMV 04K • • • • • • • EPDM - OUROMETER 85±5 SHORE A • • • • • • • • • • • s• ••• •• • • • of SEALANTS: ALL FRAME AND PANEL JOINT, IN;TA"TIOq •,5CgF-VjS AND. • • • HEADS OF ANCHOR SCREWS AT .3ILL;TO.BE.�I-E;Q JWITFJ; ; WHITE/ALUM COLORED SILICONE,.. ;• •.- '.• •. M3 2,9 2T16 HE PRODUCT REVISED k6mvlo as com lying with the Florida Building code NOA-No.1&0303.01 Expiration DateOOM2/2017 Mle e rouct ontroIII aN 7N� •' � g n � � 1 drawing no. W08-14 ID nok- i ••• 0 • 9 ••• 0 0 G4e�' — n AI Mv�t.w.s- .R r v .,.�• �.._....`+wr"�Yw..4.�Mr+�s-r.�.. ..,y.:,f vw+..v ..0 �,�lis.�a*n a iw."�.�.wf fir.'.- � .SN'• ..� .'^� �..r :� �.. ... �- --�-",-,.--�tr�-Y-!_r---+r - � �r 6r��... =r+s-•-=..-�.�-91-�---�--r= _ �r -1 •�i=�r" � �- ,:�;_,�, _ — a.,r.,. -. -, _ .•^-spa.. L .. +!� .�G w��y a . �. :..�.•,a�r t� .71 -. . , -Y �: r S`. J ..'ir � � . G -�L..�.�:�.�. �. .'} ...� � _ 1 MM FRAME HQUOU CORNER, • • • . • �i ,+��a.,+.MN'.+.r.-�...,�.:,+i. :..++t'�- �++.�5+.•'+r1'• ��•,� ..+ u.ri�•�'vn�eM F~r T�.. '.�.- ..`y �. �i....•1�+�4`�rtae..ti _y �..�:. -i...i cc � � .• ceM F PME BOTTOM CORNER ? 92076 - -- i r r_ 1R i L g 0 Nag oM M ZEj, in 8 L)0m arawinq no. W08-14 sheet 12 al 13 0•• • A 0 0•• • 0 .•. -w w+.-.1... :.. � r'i�w'iT►Aid•�F.6i,`..�.,,.�.--.�....+uF, r.�v��«r.++•. r ,�.......it�'FIC+Mit �•.-+SY+'k.•W..�ii ��.1Ki.►s_a _ - _ _ _ -_ � `�' '.,�•� __ _ _ y"-•Y !R .^ . .TT-w_. \ S.�•�•'!^w n•r+•.•T+..� M jR,1.s a[7 5 - - -, - �;. )AI,TUBE, R ALUM 1==x1AUIMON-.L0AD,CAPACIi'Y'-,PSP - ., ....9 - ---°� .! °"`�m1as: �' - SX'b�lt't/Nt• a -re x'i!/6� ...�!- �_:4r...'.....�.Y..s,.....,"►-r._. - , ems^ _'.,.t s. xrb x 1/6 y .� .� ""• -` g2•X=D•X i/ate-- WIDTH.(w) LENGTH:(t) ExT.(+)�, '-EtCT + INCHES - INCHES INT.(-). 26-1/C 140.0 140.0 32-1/4 140.0 140.0 38-1/4 1404 140.0 44-1/4 84 140.0 140.0 50-1/4 1404 140.0 58--1/4 140.0 140.0 _ 62-1/4 140.0 140.0. 26-1/4 140.0 140.0 32 1/4 140.0 140.0 38-1/4 140.0 140.0 44-1/4 90 140.0 140.0 50-1/4 140.0 140.0 56-1/4 133.1 140.0 62-1 /4 124.5 140.0 26-1/4 140.0 140.0 32-1/4 140.0 140.0 38-1 /4 140.0 140.0 r.i.t. �r .•Kf. TiY �>-�..�a.�-`-,*-�..-.��..•,...K.:..:II'�':..'i`�,-,'3,=..-.::...-..:�- t }^ -} - �: i.s t'".s,i:.- } -... --. .R� .Y•. 1 .�:3+;t.��r. %...•�+•.=•,.�.FI `\YY .�..-''�Yt', lll, .'W 1 .1F� S. _t.. `O •..5 w �-,5 . N .. u.�`� I'i JYn • _�l' r i�.�/-Il�'�� i�. Y.. .Y 'Y R. V'+77 4'r / .. . .e.yl j' C4 � u � _1 -a. ..+y" .•{r_ �. T �� vs.. `T++�1• T 1 -.�1 iTY,r...ti_'wV`�+r �i� d.J1 +,91�•. Y4.•.`. -� Y.. �� M1�I:uawA� ��Yr`• _ �y��.s ." a Y+ _ �' t � ��!v f. •�. +a•.� M `-t" ' r ,r -w 1n +. _ . . � a "w a As . - c .._ aa• r re ,. �� = _. �PANEL�WIDTH�• ..-p1li4ELYWIDTHp, s+ '_ • ` MULLIONiTUBE,- .:y '..�P`: •�.;rHx � �-� ' .�'�s.�..�.•-. � 1 �_IIII�IV£ TYPICAL ANCHORS AT MULLION ENDS CLUSTER OF 6 SEE SHEET 8 do 8 FOR CAAACtiY 44-1/4 60-1/4 56-1/4 52-1/4 g6 1383 140.0 TYPICAL ELRVAT[ONS SIDE BY SIDE B.G. DOOR SIDE BY SIDS APPLIES TO TWO OR MORE DOORS WIDTH (W) = Wi + W2 + 2 2 2 X 8 X 1/8' 2 X 8 X 1/8' TYPICAL ANCHORS" ALUM TUBE AT 6' FROM ENDS (6063-T8) AND 18-1/2' O.C. •• ••• • • • • • •• • EXTER : ••: : : : : : DOOR FRAME WIDTH •. ': : : : : :': '. • ••• •• • • • •• 124.5 140.0 114.1 140.0 106.2 140.0 26-1 /4 32-1/4 38-1/4 44-1/4 50-1/4 56-1/4 62-1 /4 102 140.0 140.0 140.0 140.0 137.3 140.0 120.7 140.0 108.3 140.0 9910 1 140.0 91.8 130.8 26-1/4 32-1/4 38-1/4 44-1/4 80-1/4 56-1/4 62-1/4 1D8 140.0 140.0 140.0 140.0 121.1 140.0 f00.2 140.0 95.1 135.5 88.6 123.5 80.1 114.1 26-1/4 32-1/4 38-1/4 44-1/4 50-1/4 56-1 /4 114 140.0 140.0 126.2 140.0 107.5 140.0 94.1 134.1 84.2 119.9 76.5 109.0 26-1/4 32-1/4 38-1/4 44-1/4 50-1/4 55-IA 120 137.0 140.0 112.6 140.0 96.1 136.8 84.0 t19.6 75.0 IO&S 6&0 96.9 NOTES; . ... • • 1. USE CHARTdk T12S SHEET tOQ ZE BQ *DC ONNECTION CAPACITY QF DOOLMVLLPRb : : • •: : : 2. FOR SLIOW C1A9S DOOR CAPACITY SEE* SHEEI•3. 3. USE CHART ON SHEETS 8 & 8 TO SELECT ANCHOR ARRANGEMENT AT MULLION ENDS. ••• • • • OR 3:••• • j 4. LOWER VALUES•FROM Sl`jS j:2 WILL PPLY TO ENTIRE SYSTEIIC • • • • • • • • • ••• • • • ••• • • W1 SGD PANEL WIDTH W2 SGD PANEL WIDTH 3 1 3 1/4• � C • 3 1/4 3 1/4•- p 6. g CI LISTER OF a ANCHORS ' l 0 c C 0 0 g �% V0 s PRODUCT REVISED ascomp with th• Florida Building Cod• $ NOA-No. 16-0303.01 expiration Date 06/12/201 T •- - Mia i- •Product on Q Ls Z $ 1 drawing no. o �.••:� . W08-14