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WS-18-1909pP Miami Shores Village `5t!S 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 �'toRtvA 1Per1111'tf* Permit NO. S-7-18-1909 Permit Type: WindowslShuttem Classification: Window/Door Replacem Permit Status: APPROVED Issue Date:7/31/2018 I txpirailon. ii`uzliizvl`9 vrolectAaaress Parcel Number Applicant 128 NE 94 Street 1132060132980 Miami Shores, FL 33138- Block: Lot: SALVATORE INVESTMENTS INC Owner Information Address Phone Cell SALVATORE INVESTMENTS INC 128 NE 94 Street (305)758-1169 (305)778-5961 MIAMI SHORES FL 33138- 6130 NE 4TH Court MIAMI FL 33137- Contractor(s) Phone Cell Phone ARQUIGREEN CORP (305)778-5961 ()_ Type of Work: NEW10 DOORS AND 22 WINDOWS & 3 GARA No of Openings: 35 Additional Info: Classification: Residential Scanning: 5 Fees Due Amount CCF $47.40 DBPR Fee $6.75 DCA Fee $4.50 Education Surcharge $15.80 Notary Fee $5.00 Permit Fee $450.00 Plan Review Fee (Engineer) $60.00 Scanning Fee $15.00 Technology Fee $63.20 Work without Permit Fee $450.00 Total: $1,117.65 Valuation: $ 78,850.00 Total Sq Feet: 5329 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-7-18-68239 07/16/2018 Credit Card $ 200.00 $ 917.65 07/31/2018 Credit Card $ 917.65 $ 0.00 Avaliame inspections: Inspection Type: (Window Door Attachment Final Review Structural Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify th all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating g. construction and zonin_ Euthermor& I authorize the above -named contractor to do the work stated. Authorized Signatui Building Depa giant / Contractor / Agent t copy July 31, 2018 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department JUL 1 6 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 I�- Master Permit No. RC-2-18-424 Sub Permit No. Ws (8� L11-I FE�BILIILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 128 NE 94 ST ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION 0 SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-013-2980 Is the Building Historically Designated: Yes NO X Occupancy Type: residential Load: Construction Type: CBS Flood Zone: X BFE: FFE: OWNER: Name (Fee Simple Titleholder): SALVATORE INVESTMENTS INC Phone#: 305-778-5961 Address: 6130 NE 4th Ct City: Miami State: FL Zip: 33137 Tenant/Lessee Name: Phone#: Email: alsba@bellsouth.net CONTRACTOR: Company Name: ARQUIGREEN CORP Phone#: 305-778-5961 Address: 6130 NE 4 CT City: MIAMI State: FL Zip: 33137 Qualifier Name: Phone#: State Certification or Registration #: CGC1511513 Certificate of Competency #: DESIGNER: Architect/Engineer: CARMEN T. DIAZ Phone#: 786-312-6060 Address: 5001 S.W. 74th CT # 100 City: MIAMI State: FL Zip: 33155 Value of Work for this Permit: $ "� I %ono 02 Square/Linear Footage of Work: 5,329 Type of Work: ❑ Addition ❑ Alteration Q New ❑ Repair/Replace ❑ Demolition Description of work: NEW DOORS AND WINDOWS W%01L* WS /10_C>0z)44S' -boo es Specify color of color thru tile: Submittal Fee $ / oCDPermit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ I TOTAL FEE NOW DUE $ 1 (Revised02/24/2014) A Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER AGENT The foregoing instrument was a nowledged before me this 16 day of JULY 120 18 , by JOSE A. SBARRA who is personally known to me or who has produced FDL S160-421-56-444-0 as identification and who did take an oath. Sign The foregoing instrument was licknowledged before me this 16 day of JULY 20 108 by JOSE A. SBARRA who is personally known to me or who has produced FDL S160-421-56-444-0 as identification and who did take NOTARY PUBLIC: \!r► -Print; M- Seal , �aYvu otaryPublicStateofFlorida Sea I: a°Yp``�, Notary Public d r° �^ Sindia Alvarez 5india Alvarez idly Commission FF 156750 � ' o' MY Commission FF 156750 QF �d� Expires 09/0312018 '��OF We Expires 09/03/2018 �,A ,x !ti. •. ?. .tE .�. �es.hJll..R.hJ..Jt,.J�..a A A APPROVED BY / • Plans Examiner Zoning Structural Review Clerk (Revisedo2/24/2014) P19 r MIAMI•DY4DE MIAW-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMIMSTl12ATION DIVISION s 786 (7 � 5-2 NOTICE OF ACCEPTANCE (NOA)�, ' TM '' o 1 de. o co�o Clopay Building Products Company 8585 Duke Boulevard ` f Lt" Mason, OR 45040 AT TIME F SCOPE: `'1-1 This NOA is being issued under the applicable rules and regulations. t e on submitted has been reviewed and accepted by Miami -Dade County 1ty 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 duct Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Modern 2" Intellicore WS DP54T Steel Sectional Garage Door up to 9'-2" Wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 105024, titled "Modem Steel 2" Intellicore +54/-62 psf to 9'2" Wide", sheets 1 through 4 of 4, dated 06/15/2016, with revision 2 dated 07/18/2017, prepared by Clopay Building Products Company, signed and sealed by Mark Westerfield, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Miami -Dade County approved laboratory. Every 3 months, the manufacturer shall mail to this office a copy of the tested reports. Only coils with average yield strength of 30,000 psi or more shall be used to make door panels for Miami -Dade County under this Notice of Acceptance. 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 WA shoat tie plmAkd t5 * wtr*by the manufacturer or its distributors and shall be available for inspection at the job site abbe requ4t pftle $uldif g, Wcial. This NOA revises NOA #16-0621024& lo$siWo£thls page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation Aas rAviewed by QVlos M..Utlera, P.E. • • • NOA No 17-0809.31 M� •' • • • • • •' • • • Expiration Date: August 4 2021 P g jj Approval Date: November 30, 2017 if 7��(jt i Page 1 . . . . . . . . . . A Clopay Building Products Comuany NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER NOA 916-0627.02 A. DRAWINGS 1. Drawing No. 105024, titled "Modern Steel 2" intellicore +54/-62 psf to 97' Wide", sheets 1 through 4 of 4, dated 06/15/2016, prepared by Clopay Building Products Company, signed and sealed by Mark Westerfield, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram of 9'x 8', 27ga (0.016") steel garage doors Model 9202W6 with Lexan polycarbonate windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0824.02-15, dated 09/01/2015, signed and sealed by David W. Johnson, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram of 16'2"x 8', 27ga steel garage door Model GD2LPW8 with MAK SL and/or MAK 15 windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 1105-01-13, dated 01/14/2014, signed and sealed by David W. Johnson, P.E. 3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized painted and G90 panels, prepared by Fenestration Testing Laboratory, Inc., Test Report No.7890, dated 10/01/2014, signed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Jamb anchor calculations prepared by Clopay Building Products Company, dated 06/15/2016, signed and sealed by Mark Westerfield, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) .. ... . . . . . .. . .. . . . . %:0.11 : : /11117 17 . ... . : 0 Carlos M. Utrera, P.E. • Product Control Examiner . . .. . .. . . . NOA No 17-0809.31 Expiration Date: August 4, 2021 Approval Date: November 30, 2017 . ..... . ... . ...... . .... .... . . .... . Clopay Building Products Comaanv NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08 issued to SABIC Innovative Plastics, US LLC for their Lexan Polyearbonate Sheet Products, approved on 12/10/2015, expiring on 07/17/2018. 2. Notice of Acceptance No. 17-0410.01 issued to Covestro LLC for their Makrolon Polycarbonate Sheets, approved on 06/08/2017, expiring on 08/27/2022. 3. Test report on Surface Burning Characteristics, per ASTM E84 of the polyurethane foam insulation, prepared by QAI Laboratories, Test Report No. RJ2814-3, dated 10/14/2013, signed by Greg Banasky. 4. Test report on Ignition Temperature of Plastics of the polyurethane foam insulation per ASTM D 1929, prepared by UL LLC, Test Report No. 4786399941/ R5692, dated 05/20/2014, signed by James Smith. F. STATEMENTS 1. Statement letter of code conformance to 51 edition (2014) FBC issued by Clopay Building Products Company, dated 06/15/2016, signed and sealed by Mark Westerfield, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/15/2016, signed and sealed by Mark Westerfield, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.105024, titled "Modem Steel 2" Intellicore +54/-62 psf to 9'2" Wide", sheets 1 through 4 of 4, dated 06/15/2016, with revision 2 dated 07/18/2017, prepared by Clopay Building Products Company, signed and sealed by Mark Westerfield, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code.wnfosmance to 2010, 51 Edition (2014) and 61 Edition (2017) FBC issued by Clopayhuilding P duet; d)o ;jy, dated 08/02/2017, signed and sealed by Mark Westerfield, P.E... • ►f t? �t7 ... ... Carlos M. tft4ra, P.E. ' Product Control Examiner . . .. . .. . . . NOA No 17-0809.31 Expiration Date: August 4, 2021 Approval Date: November 30, 2017 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 4- BRAND MODERN STEEL FLUSH GROOVED CLOPAY 9208, HDPCC2 9209, HDPCR2 HOLMES 7208 7209 0l DOOR HEIGHT •iECTIIWJS U-BARS T-STRU1 :. TD B'D• L 4 • ' ' TO 30'0' S 5 10'3' TO IF0'4 • • • 6 • 1 6 96 R'J'•TO 14'0' • 70 •1 • 7 '14131-TD'16'0' - "'8- 16'3' TO 18'0' 9 61�9 • • • • • MAK SEWTION HEIGHT, 849 • • • • • • ••• •••• •••••• • • ••• • •• J COMMERCIAL DOORS 'LUSH I GROOVED 3728 3729 — C7R20 MIXED GLAZING SHOWN. (1) 20 GA BACKER EXTERNAL PLATE AT EACH INTERMEDIATE HINGE LOCATON, ATTACHED WITH DOUBLE SIDED ACRYLJC ADHESIVE TO BACK OF DOOR. c/,p/jam : T PRODUCT REVISED •s complyi�w wlen a. Fwrida A ,���N Ged• id ra o Dom• 17-0809.31 p ' expkation 08/0412021 a. tp DESIGfi. 1r6AA wi t Copbot 1 OF 4 L_ 02 1 - 1 7/18/17 1 OPTIONAL. IMPACT RESISTANT GLAZING. MAXIMUM GLAZING SIZE (DLO) IS 39-1/4 z13-1/4'_ GLAZING MAY BE SHORT -PANEL OR LONG -PANEL SEE SECTION B-B ON SHEET 2 FOR DETAILS. GLAZING MAY BE INSTALLED IN ANY LOCATION IN ANY OR ALL SECTIONS. --- A ---- -- --------- ----- � i f i i i��-- i ------ I, I I 1 1 I 1l fol � � f � I f 1 I I ------ — ---- ----- - ----- ---- I I I 1 I I I OPTIONAL OUTSIDE KEYED "" L— - —a► A LOCK POSITION MAX. DOOR WIDTH = 9'-2' MAX. OPENING WIDTH = SEE JAMB NOTES ON SHEET 4. REPRESENTATIVE GLAZING PATTERNS. u ml r--'—1 �� GLAZING MAY BE IN ANY LOCA7M)N IN ANY OR AL SECTONS. THESE PATTERNS ARE REPRESENTATIVE THE APPROVED CONFIGURATIONS. NOT ALL CONRCURAT04S ARE AVAILABLE AS STANDARD PRODUCT. CONSULT FACTORY FOR DETAILS. .� SEE END HINGE VIEW B. SEE INTERM. HINGE VIEW C. —I REVISIONS ): DESCRIPTION REVISED FOR RELEASE REVISED WPC. UPDATED CODE COMPLIANCE STATEMENT TO ADD 6TH EDITION FBC. TWO POINT LOCKING INTO TRACK. If14x5/8' SHEET METAL SCREWS 1/4':3/4' SELF 0 TAPPING SCREWS G 14 GA END HINGES 18 GA INTERMEDIATE HINGE VIEW 'a VIEW •C• IN SLIDE BOLT LOCK END ENGAGES INTO STILEVERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR 4' T-STRUT. INSIDE SLIDE BOLT SNAP LATCH ENGAGES LOCK OPTION. END ONTO VERTICAL TRACK. STI_E. ONE SNAP LATCH ON 'EACH SIDE 'OF DOOR.'- 3' U-BAR. '--. - - —.— OUTSIDE HANDLE B LOCK BAR OUTSIDE END ENGAGES IN KEYED STILE TRACK ON HANDLE. EACH SIDE OF DOOR_ INSIDE HANDLE OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK OPTION. LOCK BAR LOCKING. THIS PRODUCT CONFORMS TO THE REQUIREMENTS OF THE 2010 FBC. THE FIFTH EDITION FDC, AND THE HANUFACTURM PRODUCT COX SDM EDIT1ON F9C- DSIUA-IF477 DESIGN LOADS: +54.0 PSF & -62.0 PSF PART NO.: N/A TING A TOLERANCES" m Clopsy T'�°�� 8 D P 5 4 A . *A31 ltllni i5oleh Fa Ma SI3-770-M DD . t.015 DESCRIPTION: MODERN STEEL 2' INTELUCORE +54/-62 PSF TO 9'2' W 000 . *.005 D000 . * DOt DRAWN BY: SH DATE: 12/2015 SCALE: NTS pyyG. R Oeyreea . *1/2' CHECKED BY: 'MWW DATE: 5/15/16 SHEET 1 OF 4 SIZE JJ owe= Am N° "mm DWG. NO.: 105024 VER: M-0 1 4 1J BRAND MODERN STEEL COMMERCIAL DOORS SHEET, FLUSH I GRODVED FLUSH I GROOVED 2 OF 4 CL13PAY 9208, HDPCC2 9209, HDPCR2 3728 3729 HOLMES 720E 7209 — C7R20 i/ IMPACT -RESISTANT CONSTRUCTION: . SOLIO DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE - i• i IMPACT -RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM • • • FRONT FRAME AND SABIC IP LEXAN 9034 (VERSIONS ALSO APPROVED: MR10, 9030, • • • • • • • • 9(1318, 90316, 90317, 9C311, 90314, 90355) OR BAYER MAKROLON GP (VERSIONS • • • • • • • • ALSO APPROVED: SL All, 15), APPROVED CC PLASTICS IN ACCORDANCE WITH IBC/FBC • • • • • 2606 AND APPROVED Cl PLASTICS IN ACCORDANCE WITH FBC 2512. ' �.f....• •. f.__—._._-•---�- • • • • • • - -" • • THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE • • • WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING �,• CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. • •• ••• • •• •• •• • • • • • • • • • • • • • 000000 SECTION B-6 (IMPACT —RESISTANT GLAZING OPTION) 000000 • • • • • • • • • • 0000 INSULATED DOOR SECTION. INTERIOR OF DOOR. • • • 000000 • DECORATIVE FACADE •• ••• •• •••••• • • • • • • • • • • IXTERIOR OF DOOR. %8-18 x 1/2" SELF-TAPPIN • • • • SCREWS: (12) FOR SHORT • • • • • • • • • • • UTES; (16) FOR LONG UTES. • 0090 • 3/4- GLAZING BGTE. B _ /8-18 x 1/2' SELF -TAPPING SCREWS CELLULAR PVC RETAINER. (8) FOR SHORT LRES: 6063-T5 ALUMINUM (12)- FOR LONG LRES. FRAME- 1/4- THICK POLYCARSONATE GLAZING. IMPACT —RESISTANT GLAZING DETAILS L 1 REVISIONS DATE: ECN NO. IAPPVD: DESCRIPTION SEE REVISION HISTORY ON SHEET ONE. IKE IN ��c HANUFACTLIRING PRD,'XICT CODE •`yam I" PRODUCT REVISED DSIUA-I.F477 A m ' " •soon opwftthe e• DESIGN LOADS: +54.0 PSF & —62.0 PSF PART NO.: N/A ?' .= rD sY Noiw�-Ho. 17-0809.31urim"I+ OSf04/20z1 TOLERANCES .. 4 A31 m Clo ay P 9111bg P+o0s6 Gays r _ 8565 tw,loe�dVIRDLUAll Ti Nn 513-776 4®0 T P S 4 Fw No. 513-77D-4M3 A y,...: '* ......... FF .0 .oD - tA15 DESCRIPTION: MODERN STEEL 2' INTEL (CORE +54/-52 PSF TO 9'2" W - •,.R DESIGN �N�jlT M�� rwmlard■ • ue o•By D 000 *.O05 DRAWN BY. SH DATE: 12/2015 SCALE NM DWG. B ,.• MARK Fly: p — t1/T CHECKED 8Y: MWW DATE 8/15/18 SHEET 2 OF 4 SIZE I-) — SImb e ARE N�*am DWG. NO.: 105024 VER: M-D 4 3 1 I FASTENER TYPE • • • r • • L co - - -- yFRn�W--,uy 2.6 •• ••• • •• Pass ••• B PRODUCTREVISED - 6ulldnp Cod•wd% dw Pbrld• - NOA ,No. 17-0809.31 Expir•M1•n 08/0412021 BlllProduct F,I u q_ BRAND MODERN STEEL FLUSHI GROOVED CL.OPAY 9208, HDPCC2 92m", HI)PCR2 HOLMES 7208 7209 HORIZONTAL (TOP IAMB (NO L0 D FROLH JAMB TO SUPPORTING STRUCTURE ATTACHMENT 1.LOAD AND _ _ 1. ALL THE VERTICAL FROM THE DOOR #2 TRANSFERRED T� NO LOAD FROM THE DOOR THE IS TRACK TO THE 2x5 VERIIGL 5YP (GRADE OR TRANSFERRED TO THE HORZONTAL (SOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +243 LS & -279 LB. PER LINEAR FOOT OF JAMB. 3. ALL JAMB FASTENERS MAY BE (UDR ARE NOT REQUIRED TO 80 COUNTERSUNK: TO PROVIDE A FLUSff MOUNTING SURFACE 4. A 1 SRESS INCREkSE FOR WIND LOAD WAS BQI USED IN THE GLCLAATION OF ALLOWABLE • ORS ANLOADS FOR ANCHORS FASTENERS FOR SEED. CONCRETE AND MASONRY. •I**. • • t%U. ' 2x• WOOD JAMBS ARE NOT REQUIRED WITH CONTINUOUS ANGLE MOUNT TRACK. HOWEVER. • IF DESIRED ON SLEEL JAMBS OR CONCRETE OR BLOCK WN A APPROVED FAS 04M AS DETAILED BELOW SHOULD BE INNYEASED IN LENGTH BY i-1 2' AND WSTALLID dREC(LY • • w • THROUGH THE MOLE AND 2x• WOOD JAMBS INTO THEJAMBS OR CONCRETE OR BLOCK WALLS ANCHORS CAN EE (BUT AFE N07 REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH • • MOIINiDNG SIABACE 11 U ANGLE TRACK CAN BE ANCHORED DIRECTLY TO GROUT • • • • R124FORCED BLOCK WALL OR 3,OD0 PSI MIN. CONCRETE COLUMN OR STEEL JAMBS. • • • • • • • x5 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (HINT m nP Han FT• ATTY!4 _ K To_ gun c m e..A mac% COMMERCIAL DOORS 'LUSH GROCIVE 3728 3729 -- C7R20 J 3OF4 M 27 GA MIN. STEEL GALV. J EXTERIOR SKIN WITH BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT_ MIN. YIELD 29.8 KSI 4' EW _ 44 TALL TAPER STRUT. 0.057' MIN. GALV. STEEL, L 50 KSI MIN. REVISIONS SEE REVISION HISTORY ON SHEET ONE - 2- THICK SILICONE FILLED CHANNEL SEPARATES -FRONT AND BACK SKIN OF DOOR. URETHANE CORE DENSITY 2.4 P.C.F. (2) 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) 1fl4x5/8' SHEET METAL SC REWS. TONGUE AND GROOVE JOINTS. -14 -GA GALV. STEEL ROLLER HINGE EACH FASTENED TO END STILES W/(4) J144/8' SHEET METAL SCREWS AND (2) 1/4'X3/4' SELF TAPPING SCREWS �-� 3" 341LL U- 20 GA MIN. GALA. STEEL - --ONE 4' T-STRUT PER SECTION (SEE 'D7. 50 KSI MIN. VIEW EACH T-STRUT ATTACHED r AT EACH HINGE LOCATION WTIH (2) 1/4'x3/4' SELF TAPPING SCREWS. • • • =MAXIMUM BUILD7 I�LOV CR1 BLaK VA-� T __..__ __. ON -CENTER DISTANCE BETWEEN FASTENERSW STEEL WASHERS 1/4' x 1-1/4' NIN 418ED LLTRACQL CONCRETE ANCOR 6 3/4' 1' ELL GROUT -FILLED CHU HLOCJ( 1/4' x 1-3/4' HD4 EKED LLTRNCON CONCRETE ANCHOR U 1/4' 1' QA MOD PSI KM CONCRETE 1/4' x 1-3/4' ION EKBED ULTRACO/ CONCRETE MOM 23 3/4' 1' ud 2W0 PSI NON. CONCRETE LIV x 1-3/4' KDL EIWED TAPCOi COQEM ANCHOR 21 3/4' 1' aA 2000 PSI KIN, CONCRETE 3/8' X 1-3/4' HIM. EMBED VEJ-DT ANKR TIRE SLEEVE ANCHOR 20 Me mAIDED 4000 PSI MBL CONCRETE 3/9' X 1-3/4' MUL EMBED VEJ-1T ANKR T1TE SLEEVE ANCHOR 24' DNCLUIED HOOD FRAME (SYR GM S(D L2' x 3' LAG SCREW (ASTH A307, TRADE A)1-5/B' ENDED INTO STRUCTURE Z9 1/4' L.aD. 14GA STEEL Ul" NDU V4'-L4 x L' ITV BUn_IEX TEKS SELF-DRLLM FASTENER 9 I/4' 1' Em 12GA STEEL QW NDO L4'-14 x V ITV DIDLDEX TE1(S SELF-DRILLRIG FASTENER 16 1/2, 1' 6A I/8' STEEL 1/4-14 x I' IN BIALDEX TEKS SELF-IRDIING FASTENER 19 1/2' 1' 0.11 • FIRST (BOTIM0 ANCHOR STARLING AT NO MORE THAT HALF OF THE MWOMUM ON-CIN ER DISTANCE HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPBUNG. QOPAY DOES NOT SUPPLY JAMB ATTACHMFN7 FASTflNE MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE 2-1/Y, EXCLU 04NO STUCCO THICKNESS. EXCEPTION FOR TAPCON - MINIMUM EDGE DISTANCE FOR TAPOON FASTENER IS 1-1/4, EXCLUDING S LICCO THICKNESS. 3 0 N 27 GA STEEL GALV. INTERIOR SKIN WITH A BAKED -ON PRIMER AND A BAKED -ON PAINTED _POLYESTER 'TOP -COAT. ONE 3' U-BAR ON THE BOTTOM OF THE B BOTTOM SECTION (SEE VIEW -E"). EACH 6-am ATTACHED AT EACH HINGE.LOCATK)N WITH (2) 1/4'x3/4' SETT TAPPING SCREWS. 13 GLx3-3/4"x7' CAM STEEL BOTTOM BRACKET. .. ATTACHED WITH (4) 114x5/8' SHEET METAL SCREWS. SECTION A —A ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. (SIDE VIEW) DESIGN LOADS: +54.0 PSF & -62.0 PSF DSIUA-1F477 PART NO.: N/A Sbe d O lwl. TOLERANCES - A_ f.D3, .00 - t.015 D00 s f.003 DODO f.00t D"— s tt/z =ENs,oNWs ARE N _ MM 8555 Duke IHwlnvd _ clu 8y Yma. 4.5010 USF FLU VDNDN.OAD RATING 8 DP54 A DESCRIPTION: MODERN STEEL 2' INTELLICORE +54/-82 PSF TO BY W DRAWN 9Y: SH DATE; 12/2015 SCALE; HITS DWG CHECKED BY: MWW DATE 6/15/16 ISHEET 3 OF 4 SIZE DWG. NO.: 105024 VIER: M-D 9 11 4 J BRAND MODERN STEEL COMMERCIAL DOORS FLUSH GROOVED FLUSH GROOVED CJ_OPAY 920% HDPCC2 9209, HDPCR2 3728 3729 HOLDS 7209 7209 -- C7R20 p 2" TRACK CONFIOL1RAnON HORIZONTAL TRACK DOORS UP TO 800 L3S. SUPPORT Y6fALLER fE DOUBLE TRACK COUNTERBALANCE SYSTEM DOOR HEADROOM. HI --LIFT TRACK, Ham. FOU.OW-THE- ROOF TRACK. AND VERTICAL LIFT13 - GA GALV. STEM FLAG BRACKET ATTACHED TO - TRACK ARE AVAILABLEJAYS WITH (3) 5/16' X 1-5/8' LAO SCREWS _ OPTKM AND TO TRACK WITH (2) 1/4" RIVETS _ 96 TRACK CONFIGURATION _ 0. ABOVE THE DOOR OPENINGBSEQUENT TRACK BRACKETS ON 24" DOES NOT AFFECT THE isTERS. AS REQUNFD: SPACING NOT TO anNo LOAD RATING. • • =® 30. O.C. FiCOM TOP TRAGIC _ • • •CKET AND FUG BRACKET. / • • • • IDOOR _4' Y OALV_ STFFl TRACK, / • • 1 IRILK THICKNESS: O,.000"._TiP. dt2'LML��B 2-1/2" X 12 GA GAL.V.STEEL �PsRODUryCTgRLBASED C'� th �.PImWa8iTRACK TRAM BRACKETS OR ATTACHED TO JAMB2W� (1) 5/16• x 1-518' LAG SCRAM PER TRACK BRACKET ORRXIIII lMo• D 08/T1TRACc cw.•t/Y H• M ICI . .f• • - 1. • 4. •. • SRACI( CONFTGUL&MW • • • • D� 42a" LEIS ANNl1 OM& • • • • CENTER HANG REQUIRED FOR 104 • Of= DOUBT. ORNOIN • • DOORS OVER a' NICH. HEADROOM. HI -LIFT TRACK. FOULO. ... TRAM90 .UFT-' - TRACK ARE AVAILABLE - B- .--- iRACC WNFICIRA,LDN ABOVE THE DOOR OPENING TVERTPDV4`HOPZONrAL 3• GV.Y. .TAPERED STEFl TRADK AND ANGLE. TRACK THICKNESS: 0.101". ANGLE THIAH*SS: 0.080". H DOES NOT AFFECT THE YIN. ANGLE DMQISIONS 3-1/4" x 2-7/8. 3 WIND LGAO RATING. TRACK N ■ 71 A ( DESI MARK 4 JUNCTION. TWO 1/4- BOLTS $ NUTS FOR EACH TRACK AS RQO: SPACING NPE W" O.C. BETWEEN TOP VERTICAL TRACK MOUNTING SLAT AND VERrVHORR. TRACK JUNCTION ADDITIONAL MOUNTING SLOTS SPACED AT 24" CENTERS. 1 1 sT' REVISIONS 4 OF 4 REV. NO. ZONE DATE: I ECN NO. APPVD: DESCRIPTION 02 - - - - SEE REVISION HISTORY ON SHEET ONE JAMB CONFIGURATION Y 0 DOORS UP TO BDD 1A4. 2x6 JAMB N- p BRACKET MOUNT JAMS LONFfIXJRATiON SEE JAMB NOTES ON SHEET 2). OPTIONAL i' DOOR OVET41,1P (EACH SIDE),OFTMkAL VERTICAL TRACK TO BE CONTINUOUS OR REVERSE ANGLE 2x8 SYP WOOD JA IL REQUIRED FOR STOP MOULDING ��,,.Jt� . { 'Y•1y.: F :,, 1-3/4• X 2-1/4' X 12 GA WALL ANGLE 12 GA TRACK BRACKET MOUNT. r� . i. to GA GLLV. s' WIDE STEEL WK4.E END SINE Zs CLIPS ATTACHED TO WALL ANGLE FASTENED WIiN (i) #8 X 1/2" WAFER SCREW. S WITH TWO, 1/IT RIVET$ PER CLIP. TRACK CUPS ARE ATTACHED TO 2-1/Y X 12 GA GKV. STEEL TRACK WITH ONE 1/ TWO T A RIVETS OR ONE 1/4" BOLT AND TRACK BRACKETS FASTENED TO NUT. ONE 5/16' X 1-5/8" LAG WOOD JAM WITH 5/6" X -`7/16- I.D. ROUND SCREW AT EACH TRICK CUP 1-5/a' LAG SCREWS NOT TO PUSH NUT FASTENER. LOCATION. ALSO, TWO LAG EKG® 30' ONE TER 14 CA GALV. STEEL tFNiFR FiHIGE HASTENED 70 SECTION SCREWS LOCATED ABOVE W/I4) FIL71 #14x5/6` SHEET M SCREWS. TRACK �C�. 2' CALK STEEL TRACK FASTS40 TO 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STN£S.W/(4) EACH /1Md/$• 12 GA GALV STEEL TRACK BRACKETS WITH EIDN:RR (2) 1/4" ,XA R NLMI OR SHEET METAL SCREWS AND (4) 1/4" SELF TAPPING SCAM PER END HINGE. C (1) 1/4" X 51W BOLT h NUT PER 2' LONG STEM (7/1fi• DA. SHAM, 10 BALL STEEL ROLLER WITH STEEL TRACK BRACKET PREPARATION NYLON SECTION C-C OF JAMBS BY OTHERS. LHR �T (2-1/20 x 5-3/4• x 12GA) ATTACHED WITH (2) 1/4" x 3/4• SELF TAPPING SCREWS. JAMB CONFIGURATION DOLIP OVER.(AVAIL 8.^.O LBS AND . LOW HFJf OPTION (AVNL. FOR BOTH 2- 2" AND 3" TRACK) HORIZONTAL ' I- ODOR OVERLAP (EACH SXE) - -- -. TRACK._._.. _, c - 2.6 SYP JAMS (IF PRESENT; OPTIONAL STOP MOULDING Elf DOOR INSTALLER (TO SUM.... L TRACK SEE JAMB NOTES ON SHEET 3). 18 CA GALV. 3" WIDE STEEL SINGLE END STLE FASTENED 1FrtB1 (1) /a x 1/2' WAFER SCREW. BY DOOR � RAT). 3-1/4' x 2-7/8" UK x 0.080' TAPERED ANGLE SEE LAO BOLT MOUNTING AT TRACK 14 GA. GAIN. STEEL CENTER HINGE CONFIGURATION DE1DW. 1 FASTENED TO SEMION W/(4) EACH `7/18• LO. HOUND 114x5/8' SHEET METAL SCREWS PUSH NUT FASTENER 0.101' TMKMX Y GALV. STEEL TRACK FASIERED 14 GA GALV. STEEL. ROLLER MNGES FASTENED TO END TO TAPERED ANGLE. TRACK ATTACHED TO MILES W/(4) EACH /14x5/a" SHEET METAL SCREWS TAPERED ANGLE m„i LIVE f/4'xs/a': A: AND SLOT (4) 1/4' SELF TAPPING SCAEW3 PER FUND HINGE NUT AT FACT MOUNTINGMOUNTING �--IATTING TRACKBOLT AND NUT AT EACH SLOT LOCATION. for ;./,, x 1-5/8' lAG SCTEII' SPACED AT THE SAME DISTANCESAS THE TRACK BOLTS (I.E. 3-1/2•. 10% 34% 587 VER �1/2" ERG.}IIG4/HOITWO LAG SCREWS ALSO IDCAIED ABOVE LZONTK TRACK JUNCTION. 3 7' DA . x 5-1/2• LONG STEM (7/16' DIA SHAFT) BALL BEARING STEEL ROLLER. SECTION C-C NANUFACTURDG PRODUCT CODE REPARATION of JALABS oTHERs. DSIUA-iF477 DESIGN LOADS: +54.0 rPSF & -62.0 PSF PART NO.: N/A TOLERANCEES m slops = asi,�OoKo Sd4 VDcxnxD RATDIG A t.D3, ftobxb P 1: k 1,, 7TT0 /� 8 D P 5 4 .00 . t.015 DESCRIPTION: MODERN STEEL 2' IN E IMORE +54/-62 PSF TO 9'2' W .000 s f JX15 DOW - *.DOI DRAWN BY: SH DATE 12/2015 SCREE- NTS DWG- D. D-- - '11Z CHECKED BY: ii DATE: 6/TS/,6 SHEET 4 OF 4 SIZE D ODI EN9DNNS ARE N INCHIIM DWG. NO.: 105024 VER: M-D 9 I 1 MM I® DiADE + MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismias4e.2ov/econom1 ES Windows, LLC 3550 NW 49th Street MIAN11, FL 33142 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. DESCRIPTION: Series "ES-8000T" Thermally Broken Aluminum Window Wall System - L.M.I. APPROVAL DOCUMENT: Drawing No. W14-38, series titled "ES-8000T Alum. Window Wall System (L.M.I.)", sheets 1 through 9 of 9, dated 10/01/14, with revision "B" dated 06/27/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, America Latina, 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 thi% jetj�V t;QA ;haQ tZe grovided to the user by the manufacturer or its distributors and shall be availablk for intp8r.13oti att* j�)tt site at the request of the Building Official. This NOA consists of this page 1 and ! 'ideri� e�•age1�l &d E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. . ... . ... . . V " NOA No. 154826.26 MIAMMADE COUNTY • • • • • Expiration Date: August 25, 2021 Approval Date: August 25, 2016 Pagel . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W14-38, series titled "ES-8000T Alum. Window Wall System (L.M.I.)", sheets 1 through 9 of 9, dated 10/01/14, with revision "B" dated 06/27/16, prepared by Al-Farooq Corporation, 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) Large Missile Level Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) 7) Safety Performance Test, (class A) per ANSI Z97.1 along with marked -up drawings and installation diagram of a window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7546, dated 04/14/15, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), prepared by Al-Farooq Corporation, dated 07/13/15 revised on 06/30/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14- 0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Bayer MaterialScience, LLC Part No. Baydur TB 100-30 Thermal Break System complying with ASTM D638 Tensile Strength of 5,700 psi, ASTM D 790 Flexural Modulus of 225 ksi, ASTM D 256 Notched Izod of 1.9 ft.-lb./in., ASTM D 648 Heat Distortion of 17&F.Pa §6.psi? ASTM�D 2240 Hardness Shore D @ 5 sec. of ±78 Durometer, ASTM D :6221)8ntity Of 72 pcf and I/a--inch thickness. . • • • • • • • . • . ................ 0:0 . 0:0 Jorge M. Plasencia, P.E. roduct Control Unit Supervisor . . .. . .. . . . NOA No. 15-0826.26 Expiration Date: August 25, 2021 Approval Date: August 25, 2016 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. 0.375—inch (Length) by 0.26—inch (Height) by 0.0059-4nch (Thickness) (9.5x6.60.15mm) Aluminum Low Profile Insulated —Glass spacer Helima AH 956 N (P/N.: USA K 001 000 000 R7) with Aluminum Alloy AW 3000 (Ft,,=17 ksi and F. G. Fty=12ksi) by Helmut Lingemann GmbH & Co., KG. STATEMENTS 1. Statement letter of conformance, complying with FBC 5'hEdition (2014), and of no financial interest, dated 07/13/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Distributor Agreement between ES Windows-Energia Solar, S.A., Barranquilla, Columbia, S.A. and ES Windows, LLC, Miami, Florida, dated 09/12/13, signed by Ms. Adriana Montoya, Manager and Andres Chamorro, General Manager respectively on behalf of the companies. 3. Laboratory compliance letters for Test Report No. FTL-7546, dated 04/14/15, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Idalmis Ortega, P.E. 4. Proposal issued by Product Control, dated 11/08/13, signed by Jaime D. Gascon, P. E. OTHERS 1. None. .. ... . . . .. .. . ... ... ... . .. ... .. . . . .. . ... . ... . . . . . .. . . . . . . .. . .. . . . ... —E-2 . . . . . . . . . . . .. .. . . . % . . ... . . . ... . . 4 Jorge 1VL Plasencia, P.E. roduct Control Unit Supervisor NOA No.15-0826.26 Expiration Date: August 25, 2021 Approval Date: August 25, 2016 • • ORITIM WITH OF D D.L. OPNG. SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 7 fill III[ fill B B e 3 ci ci a N I • • m •••• • • ••• Z ••• ••• • 7 l ; u � � HEAO/SILL CORNERS TYP 1 3' IFF� 1 ANCHORS TYPE A._B OR C L� ANC10R5 TYPE A,�B OR C ^ .... SEE SHEETS�4 THRU 8 0 SERIES ES-8000T ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE AL SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 29Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIM M MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORID BUILDING CODE h ADOPTED STANDARDS. SEE SHEETS 4 THRU 8 D.L OPNG. SEE SHEET 2 A 7 1 1 1 1 1 1 1 1 D 6 N ay'•IS O UWI W '// Q p� � 8 B i 4� 1 CORNERS 11` ANCHORS TYPE A B OR C j, --2. 3 OR 4 AT EACH JAMB PRODUCT APPROVED SEE SHEETS 4 THRU 6 MULLION e.ra•a*;rop=• vim the Florida NOA-Na 15-0526.26 AU JAMB ANCHORS_ Approval list• OW25/2021 D.L.O. WIDTH + 5.50' D.L-O. HEIGHT + 5.50' FOR 12' MAX. SPACING LIMIT MAX. Ley TO 80.0 PSF FOR ANCHOR TYPES 'AWp TO 74.0 PSF FOR ANCHOR TYPE 'C'. FOR LOADS HIGHER THAN SHOWN ABODE LIMIT ANCHOR SPACING TO 6' MAX. G14,V Z gp 09 ;1 F o o� 04 Lu INSTRUCTIONS: • m USE CHARTS AS FOLLOWS. STEP_ 1. DETERMINE DESIGN WIND Low REQUIREMENT BASED PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. ON WIND VEIDCITY, BLDG. HMG HT. WIND ZONE USING APPLICABLE ASCE'7 STANDARD. 11111 IIIFNA' STEP SEE CHARTS ON SHEET 2 FOR DESIGN LOAD ' CAPACITY OF DESIRED GLASS SIZE. J•'-. •. STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND O HOGHT USING CHARTS ON SHEEP 3. PRODUCT APPROVED THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. �� Cod• th the Florida � S STEP 4 USING CHART ON SHEETS 4 THRU 6 SELECT ANCHOR OPTION NOU4110. 15-0826.26WITH drowing no. DESIGN RATING MORE THAN DES" LOAD SPEC�m APprovsl D • 06/2WM21 OF Slip i AgfIJE STEP THE LOWEST VALUE RESULTING FROM STEPS 2. 3. AN4 OY AU6 f iD Q 'O1"9��' W14-38 SHALL APPLY TO ENTIRE SYSTEM.Product/�YFW11AL11``. sheet T Ot 9 CLASS LOAD CAPACITY - PSF NOMINAL DLALS. GLASS TYPES OLO. WON DLO. HOGHT IXL(+) WQ-) 26-1/4' 32-1/4' 38-1/4• 44-1/4' 50-1/4' 56-1/4' 105-1/2' 60.0 70.0 60.0 70.0 60.0 70.0 60.0 70.0 60.0 70.0 60.D 70.0 26-1/4' 32-1/4' 38-1/4' 44-1/4' 50-1/4' 56-1/4' 106-1/2' 60.0 70.0 80.0 70.0 60.0 70.0 60.0 70.0 60.0 70.0 $0.0 70.0 28-1/4' 32-W4• IV 44-1/4' 1'4' • • • • • • 114-1/2' • • • • • •BOO 70.0 •60.0 70.(b 50'0 70.4 •60.0 70.0 A 70.E 26-1/4' 3}8-1/4' i4le 90.1ff4' • • 1241.1 • • • 60.0 70.4 60.0 69.0 70.0 70.% •60.0 700 68.0 70.0 26-1`4' 81201j4• 38-14' •4AAWi4 46-1/4' • • • 126-1/t • • • 0--69.0 • .0 70.E 60.0 70.0 60.0 70.5 60.0 70.0► 70.0 26-1/4' 12!!14' 38-1/4' 44-1/4- 46-1/4' •••• 132-W•a • 60.0 704 .0 70.0 •60.0 70.0 60.0 70.0 80.0 70.0 26-1/4' 32-1/4' 38-1/4' 44-1/4' 138-7/2' 70.0 70.0 1.- 711.D 70.0 D.LO. D.LO. WIDTH WIDTH 2 x 4 0 J d j• J O GIASS WAD CAPACITY - PEP NOMINAL DIMS. GLASS TYPES 'GI2' 'GI2R' DLO. WDTN D.LO. HMIT EXT.(+) INT.(-) En.(+) INT.(-) 26-1/4• 32-1/4' 38-1/4' 4111/4' 50-1/4' 56-1/4' 84-1/2' 90.0 120.0 90.0 904 90.0 1204 90.0 90.0 90.0 120.0 90.0 90.0 90.0 120.D 90.0 90.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 90.0 26-1/4' 32-1/4' 38-1/4' 44-1/4' SO-1/4- 90-1/2• 90.0 120.0 90.0 90.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 90.0 90,0 120.0 90.0 90.0 90.0 120.0 1 90.0 90.0 26-1/4' 32-1/4' 30-1/4' 44-1/4' 50-1/4' 93-1/2. 90.0 120.0 90.0 90.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 90.0 90.0 1120.0 90.0 90.0 26-1/4' 32-1/4' 35-1/4' 44-1/4' 50-1/4' 96_7/2, 90.0 120.0 90.0 90.0 90.0 120.0 90.0 90.0 90.0 90.0 120.0 90.0 1 90.0 I2o.0 90.0 90.0 90.0 120.0 90.0 90.0 26-1/4' 32-1/4' 38-1/4' 44-1/4' 49' 102-1/2' 90.0 120.0 90.0 90.0 9MO 120.0 90.0 90.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 90.0 26-1/4' 32-1/4' 38-1/4' 44-1/4' 46' 105-1/2' 90.0 120.0 00.0 90.0 90.0 120.0 MO 90.0 90.0 120.0 90.0 90.0 9Q0 120.0 90.0 90.0 90.0 120.0 90.0 90.0 26-1/4' 32-1/4' 38-1/4' 44-1/4' 46' 108-1/2' 90.0 120.0 90.0 90.0 90.0 120.0 90.0 90.0 90.0 120.0 90M 90A 90.0 120.0 90.0 90.0 90.0 120.0 90.0 90.0 26-1/4' 32-1/4' 38-1/4' 44-1/4• 114-1/2' 90.0 120.0 90.0 90.0 90.0 120.0 90.0 90.0 90.0 120.0 90A 90.0 90.0 120.0 9a0 90.0 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. GLASS 1/4' HEAT STREN'D GLASS 096" Intamayer Butocite PVB By 'Kurorey Americo, Inc! SILICONE 1/4' HEAT STREN'D GLASS SILICON DOW CORNING 983 DOW CORNING 3/8' AIR SPACE 1/4' TEMP. GLASS p(a F ze i 'GL1' GLASS TYPE 1-3/16' OVERALL. INSUL LAM. GLASS 1/4' HEAT STREN'D GLASS 090' Interloyer SentryClae By 'Kumroy America. Inc.' SILICONE 1/4' HEAT STREN'D CLASS SILICA DOW CORNING 983 DOW CORNING 3/8' AIR SPACE GLASS 11V TEMP. ASS 1/4' TEMP. GLASS �u �{ 3/8' AIR SPACE R e 1/4' HEAT STREWD CLASS Z ; E 090" intenoyer kk w 963 Buta.k. PV8 By 'Kurcray America. Inc.' X 1 O 1/4' HEAT STREN'D GLASS i i V "F 9Z GLASS TYPE 'GL1R' 1-3/16' OVERALL INSUL LAM. CLASS -1/4' TEMP. C1A55 3/8' AIR SPACE 0I 3 JJ� 1/4' HEAT STREN'D GLASS a: J Ll 090' Intwlay.r g V n Sentryda.m m" n BY 'Kuroroy America. Inc.' � 0 < n m 1/4' HEAT STREND CLASS Z -1 � Lo GLASS TYPE 'GL2' GLASS TYPE 'GL2R' 1-3/16' OVERALL INSUL LAM. GLASS 1-3/16' OVERALL INSUL LAM. CLASS 3/8" AIR SPACE CONSISTING OF: SPACER: 'HEUMA' LOW PROFILE ALUMINUM SPACER PRODUCT APPROVED BY 'LINGERMANN GMBH' Be �e�wn God. ioA •s w the Florida AROUND THE PERIMETER OF THE GLASS. HOA-Ho. 15-0526.26 PERIMETER SEALANT: SILICONE d Agypp9D• 0812=021 DOW CORNING 791 GE 2000 NOTE: GLASS CAPACITIES ON THIS SHEET ARE AUG 1 1 BASED ON ASTM E1300-09 (3 SEC. GUSTS). WX a , 706Y2 � } OF drawing no. Tr......ri sheer t • DESIGN INN - PSF DESIGN � CAPACITY - PSF IMOUT LRi1DtUEDIA7E HOEWNTAIS WITHOUT INTIDU®I�ATB HORIZONTALS NOMINAL DIMS. JAMB MULLION NOMINAL DMS. JAMB MUUJON MUM (M FNME HWfl EXT.(+) Kr.(-) WUM (N) FFUME NEW EXT.(+) NT.(-) 1. 36• 42' 45' 64• 60' 96• 90.0 120.0 30• 36' 42" 48' so" 138• 50.0 70.0 90.0 12D.0 60.0 70.0 90.0 120.0 60.0 65.4 90A 12DM 579 57.9 90.0 120.0 55,13 SS.S 90.0 120.0 30 60.0 7" 30• 90.0 120.0 30' 144' 60.0 68.3 36' 90.0 120.0 42• 57.4 57.4 42' 88-1/2- 90.0 120.0 45' 1 50.7 50.7 48' 90.0 120.0 INTERPOLATION BETWEEN WIDTHS OR 1. 90A 120.0 1 HEIGHTS ALLOWED. So, • 4 40.0 7IL0 3% i6{ • 9ft 90.0 120.0 120 0 • • • 4P 1�TI • 9A0 120.0 • 120.0 • 16j • 90.0 120.0 54' • MO 70.0 8p' • • • • • • " • 4 00.0 120.0 •J4 • 42' • S4j • '" • ••• 70B. • • • • ••• • • • • • 90.0 I20.0 120.0 9(P0 W 120.0 70.0 00.0 70.0 • • x W • 30' 90.0 12D.0 • • •Jhp • • 90.0 120.E • • • • W1 W2 W3 42• .. I10.1/2' 0 12IL0 • • 48' 90.0 11&0 • • WIDTH (W) - W1 • fy44 • • • 0 70.0 • • AT FRAME JAMB 60• • • smo 7o.o 30• 90.0 12D.o WIDTH (W) W2 W3 36' 90.0 120.0 2 AT FRAME MULLION 2 42" 48• 54• 6D• 114' 90.0 11&1 90.0 105.1 80.0 70.0 80.0 70.0 30' W. 1. 48' M. 57' 12W 90.0 120.0 90.0 115.9 90.0 100.7 84.9 549 60.0 70.0 60.0 70.0 30' 36' 42• 48' 54• 126' 60.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 00.0 69.4 30' 36• 4 48' s2' 1132' 00.0 70.0 60.0 70.0 60.0 70.0 60.0 80.4 60.0 819 DESIGN LOAD CAPACTJY - PSF JAMB/MUIUON IM INIEIN®IATE HORIZONTALS NOMINAL DIMS. JAMB MULLION MD1N (W) FRAME HOW EXT.(+) B4T.(-) 30' 30" 42• 48" 96' 90.0 120.0 90.0 120.0 9" 120.0 90.0 120.0 30• 1. 42' 48" 98-1/2' 1 90.0 120.0 90'0 1=0 90.0 120.0 90.0 120.0 30" 36' 42' 48' 102" 90.0 120.0 90.0 120.0 SILO 120.0 90.0 120.0 30" 36' 42" 48' 1 W 90.0 1204 90.0 120.0 90.0 120.0 90A 115.3 30" 36• 42' 48' 110 i/2' 90.0 120.0 90.0 120.0 90A 120.0 90.0 107.0 30' 38' 42' 45" 114` 00.0 120.0 90.0 120.0 90.0 112.0 90.0 08.0 1. 1. 1. 46' ip„ W.0 120.0 90.0E-I--,-(0- 90.0 84.030' 36• 42• 48' 126.60.0 00.0 70.0 70.0 60.0 70.0 60.0 70.0 30• 36" 4Y 44r i32,60.0 00.0 70.0 70.0 60.0 70.0 QOA 03.1 30' 36• 4Y 46' 13W 60.0 70.0 6" 70A Smo 63.1 S53 55.3 30' 36• 1. 48" 144' 60.0 70.0 60.0 64.5 55.6 55.8 48.6 4&S INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. % W WI W2 W3 r 9 WIDTH (W) W1 AT FRAME JAMB WIDTH (W) - W2 + W3 AT FRAME MULLION 2 MULLIONS PRODUCT APPROVED B�idW�6p- COd•v M the Florida NOA-No. 1 "826.26 A-r•..j 9!! • 0`2=021 AUG 1 1 2616 7i7 70502 - - OF drawing no. 8:; �Zolno►� W14-38 ANCHOR LOAD CAPACITY - PSF IXf.(+) A: tNT.(-) ANCHOR LOAD CAPACITY - PSP EXT.(+) 8: INi.(-) NOMINAL DllI9. ANCHORS T1iPE 'A' NOMD4lL DDfB. ANCHOftB TYPE 'A' I/4• ttax. s1ml S/8• Wt. sEIY I/E" 8ffi)[ !/4• IIAI. SHDt 9/8• YAI. ®[ 1/z• sHIY WIDTH (W) FRAME AE A3 A4 AE A9 A4 A8 A4 WIDTH (N) FRAMHMM E A2 A9 A4 A2 A9 A4 A9 A4 30' 38" 42• 48• 76, 120.0 i20A iT0.0 99.0 t2D.0 12D.0 115.2 720.0 30• 36• 42• 48` 132" 70.0 70.0 70.0 58.5 70A 70A 68.1 70.0 107.1 120.0 120.D 82.5 120.0 720.0 96.0 i20.0 63.3 70.0 70.0 48.7 70.0 70.0 58.7 7a.0 91.8 120.0 120.0 70.7 t08.0 120.0 B2.J 109.7 542 70.0 70.0 47.8 82.8 70A 48.6 64.8 80.3 120.0 120.0 61.8 92.8 720.0 72.0 96.0 47.5 70.0 70.0 36.5 54.8 70.0 42.5 56.7 54" 60• 77.4 tD7.1 120.a 55.0 82S 109.0 64.0 85.J 30• 36' 42' 48• ice. 70A 70.0 70.0 55.9 70.0 70.0 65.1 70.0 842 96.4 120.0 49S 74.2 99.0 57.8 76.8 60A 70.0 70.0 48.8 89.9 70.0 54,3 70.0 3p, 38" 42• 4B, �. 119.3 120.0 120.0 91.9 7Ta.0 120.0 707.0 12a.0 S19 70.0 70.0 40.0 58.9 70.0 48S 82.0 99.E 1xi0 120.0 76.6 114.9 120.0 89.1 118.8 45.4 68.1 70A J5.0 52.4 89.9 40.7 54.3 85.2 120A 120.0 85.8 98.4 120.D 78.4 101.9 30• I 69.8 70.0 70.0 53.8 70.0 70.0 624 70.0 74.8 /11.9 12 INTERMEDIATE HORIZONTALS I jt OPTIONAL •F ALL Ftxm tJTEs Z 3 b MW m Q _ n i o 8 o1 a� Q W1 W2 W3 aa� IYIDTH (R� = Wt AT FRAME JAMB n W� �= W2+W3 � n AT FRAME NULWN 2 0 J� w Z N � n 0O)M h M 32' (n U') i:; � 03 O c q y �p a� • O o_ ^ • }# pot . PRODUCTAPPROV[D 11t111 I tp�fy� ng wIM th• FII \\\ tBaihNeg C•O• AN, ' S NOA No. 76 08Z6.26 �i i Approval Deb OW2512021 706aQ �_ jj^ S �• OF drcwing r1o. AUG 1 1 2016 ..... � W14-38 '/OWAL \\. ' fff tttt\ sheet 4 of g 0IL . pow 4 0mmm .0 SBA 70.0 A2 2 ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION i i • • • • EXf.(+) h EDT.(-) CAPACITY - P3P EM.(+) a INT.(-) NOYINAI. DDI3. ANCHORS TYPE 'H' NOMINAL DIMS. ANCHORS TYPE 'B' I/4' MAX SHDI 9/8' MAX SHIM I/E' SBD[ 1/4' MIX. SHDI 9/8' ILLZ SKIM 1/P' Sffi11 WIDTH (19) FRAME B2 H9 B4 BP H� H{ H2 )P1 H4 WIDTH (W) FRAME H2 B� 84 H2 BS B4 B2 B5 H4 30' 36' 42" 48' 78, 120.0 120.0 120.0 120.0 120.0 120.0 101.4 /20.0 120.0 30' 38' 42' 48' 132' 70.0 70.0 70,0 70.0 70.0 70.0 59.9 70.0 170.0 120.0 120.0 120.0 107.1 120.0 120.0 84.3 120.0 120.0 70.0 70A 70,0 dS.3 70.0 70.0 49.9 70.0 70.0 119.9 1211.0 120.0 91.8 120.0 120.0 72.{ 108.7 120.0 70.0 70.0 70.0 34.2 70.0 70.0 42.8 64.2 70.0 f04.8 120.0 120.0 80.3 720.0 120.0 W.{ 95.1 120.0 62.0 70.0 70A 47.5 70.0 70.0 S75 56.2 70.0 INTERMEDIATE t HORIZONTALS OPiplLtL ALL FIXED LITES 'Z ; q HMIT HEOM o� a 1 a (gyp` s G� 4 U N LL pQn�� 4� W1 W2 W3 a$ WIDTH (W) - W1 O AT FRAME JAMB W2+W3 WIDTH (W) - J 1 AT FRAME MULLION 2 J$ W N Vl o n p n m _Z 3 o $ 3Z� ao V) N W W 1 i O o g� u S m co^ 0 yry °e oa8 clm `` t ttllll 11 /77I PRODUCT APPROVED ���.... p C01110�f111O \►Ibl the Roddo vv 9 Bulkllny !.`ode d NOA-No. 15-0626.26 _ - - aPltrmral Date OB125/2021 - ; N�Iem/ OF ', drawing no. !to w! . arrcxoxs AUG 1 1 pp �`;Q,oivAi � �'� 9n••t s Dr s ANCHOR LOAD CAPACITY - PSP ANCHOR LOAD al U. 93.3 120. 0tn . 011 .0 58.0 87.0 116.0 45.8 86.7 91.4�� L 0j L . . . . . •I ANCHOR LOAD CAPACITY - PSF INT.(-) ANCHOR LOAD CAPACITY - PSF EXT.(+) & INT.(-) NOMINAL DIMS. ANCHORS TYPE 'C' NOMINAL D11M. ANCHORS TYPE 'C' L/4" MAL SHBI 3/8' MAL SHIM 1/2" SHBI 1/4" MAL SEM 8/8' MAX. SHB[ 1/2- SEBM WIDTH (W) FRAME HECHT C2 C8 I C4 C2 C3 I C4 CS I C4 WIDTH (W) FRAME HWfl C2 C3 C4 C2 C3 C4 C3 C4 3D' 1. 42' 48' 76" 120.0 120.0 120.0 91.6 120.0 120.0 108.E 1120.0 30' 36' 42' 48" 132" 70.0 70.0 70.0 54.1 70.0 70.0 64.1. 70.0 120.0 120.0 120.0 76.3 114.5 120.0 90.5 120.0 70.0 70.0 70.0 45.1 67.6 70.0 53.5 70.0 120.0 120.0 120.0 65.4 98.1 120.0 77.5 103.4 70.0 70.0 70.0 38.6 58.0 70.0 45A 61.1 120.0 120.0 120.0 57.2 85.8 114.5 67.8 90.5 70.0 70.0 70.0 339 60.7 67.5 40.1 53.5 54" 60. 106.9 120.0 120.0 509 763 101.7 60.3 80.4 30" 36' 42' 48' 138, 1 70.0 70.0 70.0 51.8 70.0 70.0 1 61.4 70.0 9&2 120.0 120.0 459 5&7 91.6 1 54.3 72.4 70.0 70.0 70.0 43.1 64.7 70.0 51.1 582 30' 36' 120.0 120.0 120.0 85.0 120.0 120.0 1100.8 120.0 70.0 70.0 70.0 37.0 55.5 70.0 43.8 58.4 120.0 120.0 120.0 70.9 10&3 120.0 84.0 112.0 68.0 70.0 70.0 323 48.5 64.7 383 51.1 1. 1. 54' 60" �, • 0 120.0 120.0 120.0 60.7 91.1 120.0 72.0 96.0 30' 1. 42' 48' 144' 70.0 70.0 70.0 49.6 70.0 70.0 58.3 70.0 111.7 120.0 120.0 53.1 79.7 10&3 63.0 84.0 70.0 70.0 70.0 413 62.0 70.0 49.0 65.3 99.3 720.0 120.0 472 70.9 94.5 56A 74.7 70.0 70.0 70A 35.4 53.1 70.0 42.0 56.0 59.4 120.0 120.0 42.5 634 0&0 50.4 97.2 65.2 70.0 70.0 31.0 46.5 62.0 36.5 49.0 Sty 0 •Sd 42- • " 54' 60" • • got • a a • .170.0 120.Q 120 79.4 119.0 120.0 94.1 120.0 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. �? �4' �4' 3' TYP. TYP' TYP' I I x" 1 I 7• S. 3" W L 3_ F= - F�TYR TYR TYP. ANCHORS TYPES: SEE SHEET 7 FOR DESCRIPTION C2 - ((((2%% ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION C9 (3) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION C4 - 4 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION ANC$ORS 120.0 120.0 120.0 66.1 992 120.0 78.4 104.5 1 92 120.0 20.0 ?6.7 85.0 113.4 672 89.6 1043 12LL0 120.0 69.6 74.4 992 559 78.4 92.7 120. 1 14.1 66.1 882 52.3 69.7 83.4 120.0 120.0 32.7 59.5 79.4 47.0 62.7 30 a 48V d1Z 48' • 6r' • • 000 go, 0• • 0 1 .O 120.0 61&0 14.4 111.6 120.0 88.2 t17.6 120.0 120.0 7PP 52.0 93.0 120.0 73.5 98.0 1 1.7 120.0 120.0 53.1 79.7 106.3 83.0 84.0 0 W,9 1204 0981 120.0 6.5 69.8 93.0 55.1 73.5 Ali- 120.0 V4 41.3 02.0 82.7 49.0 65.3 782 117.4 72 55.6 74.4 44.1 5" • 4 36' 42' • a1Y 54 60' • • • 0 102, • • • • • • • • 120.0 120.0 IftO 70.0 1105.0 120.0 83.0 1110.7 120.0 12o -iYo-ol 3e.4 87.5 116.71 C9.2 922 f $ 120.5 1201D 1 1 50.0 75.0 100.0 59.3 79.1 92A 120. 1 0.0 .8 65.6 $7.5 51.9 692 EI9 120.0 120.0 38.9 S&4 77.8 46.1 61.5 70.0 70.0 1 70.0 35.0 52.5 70.0 41.5 55.3 30' 36' 1. 48' 54" 80' 120.0 120.0 120.0 66.1 992 120.0 78.4 1045 115.9 120.0 120.0 55.1 02.7 1102 6&3 87.1 99.3 120.0 120.0 47.2 70.9 94.5 5" 74.7 86.9 120.0 120.01 413 82.0 82.7 49.0 63.3 772 10.0 12.0 3&7 73.5 58.1 89.5 70.0 70A 33.1 40.1 18.6 8&1 39.2 39.2 52.J 30' 36" 42' 48' S4' 60' 114' 120.0 120.0 120.0 627 94.0 120.0 74.3 29.0 1099 120.0 120.0 522 783 104.4 61.9 82.5 94.1 I120.0 120.0 44.8 67.1 89.5 53.1 70.7 823 120.0 120.0 392 58.7 78.3 46.4 61.2 70.0 70.0 70.0 34.8 52.2 60.6 1 41.3 55.0 65.9 70.0 70.0 1 31.3 47.0 62.7 1 37.1 49:5 30' 38' 1. 46' 1. 1'. 120.0 t20.0 120.0 599 89.3 119.0 70.6 94.1 104.3 120.0 120.0 49.6 74.4 99.2 58.8 711-4 89.4 120.0 120.0 42.5 63.8 85.0 50.4 67.2 782 1173 120.0 37.2 55.8 74.4 44.1 55A 69.5 70.0 70.0 33.1 49.5 66.1 39.2 52Z 30" 36' 42' 48' 54' 126" 70.0 70.0 56.7 70.0 70.0 672 70.0 70.0 _70._0 70.0 70.0 47.2 70.0 70.0 56.0 70.0 70.0 70.0 70.0 40.5 60.7 70.0 48.0 84.0 70.0 70.0 70.0 3&4 53.7 70.0 42.0 56.0 682 70.0 70.0 31.5 472 63.0 37.3 49 8 INTERMEDIATE HORRONTALS OPTIONAL ALL FIXED UTES 6 G W7 I W2 I W3 W10TH (W) - WT AT FRAME JAMB MIIDTH (W) - W2 2 W3 AT FRAME MULLION PRODUCT APPROVED as com wtth Lh• Florida Runding MOA-N*, 15-0826.26 Approval Bate 08/25/2021 tMlam ue AUG 11 4,v 70e132 � - *_ -ilk OF drawing no. _tom;: zon...... � ' W14-38 • • • • • • TYPICAL ANCHORS Tar OR ear TYPICAL ANCHORS TYPICAL ANCHORS WE7ALm SE£ ELEVATION WOOD BUCKS I SEE ELEV. S STRUCTURES EDGE DST. FOR SPACING {I _ FOR SPACING FOR SPACING �a EDGE DLSf. GE' �ISf. 1 Z o �; "id 0 IU Lf I " TYPICAL ANCHORS N 0 l o o ti SEE ELEV. Fs FOR SPACING 'I • i TYPICAL ANCHOR& SEE ELEV. FOR SPACING — • • • 18Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WDW. �j F MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • • • • I • • TYPE 'A'- 1/4" tNA ULTRACON BY 'ELCO (F .m Ks, Fy-iss IaI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. O • • • INTO WOOD STRUCTURES • • • C • : • • i 'i I 2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) v i i • THRU 15Y OR 2BY BUCKS INTO CONIC. OR MASONRY 1 • • • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) i i • • • • • I 1-1/4' MIN. EMBED INTO MASONRY (JAMBS) • • • : • • • • • • DIRECTLY INTO CONC. OR MASONRY • • • • • • i i • • • • I 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 2' MIN. EMBED INTO FILED BLOCKS (JAMBS) 3 I g • • • • • • INTO CONCRETE AND MASONRY = 2-1/2' MIN. z 3 In— • • • • • E2 I INTO HOOD STRUCTURE 1' MIN. j oQ - M • L .. • 8 • • • • • • • I • .B._ �16' DIAL ULTHAGON BY 'EJ.' (Pw1T7 K9. "163 � - 3 Z •�i • • • • a INTO WOOD STRUCTURES • •. . . • ' • 2- MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) I In s i THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY W r1� i I 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO MASONRY (JAMBS) I i ( DIRECTLY INTO CONC. OR MASONRY ✓Yi I 2' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 2' MIN. EMBED INTO FILLED BLOCKS (JAMBS) O I cccW... INTO CONCRETE MA MASONRY 2-1/2' MIN. - ci I [ i INTO WOOD STRUCTURE - 1-1/4' MIN. i FTypE •c'— 1 /4' DW TORS OR SELF ORII 11Mn scRrws six (GRADE s CRS) INTO METAL STRICTURES o i i i I �•`� STEEL : 1/8' THK. MIN. (Fy - 36 10 MIN.) c o'n i ALUMINUM : 1/8' THK. MIN. (6063-T8 MIN.) 0 8 0 j E5 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) P < m FFFw333 INTO METAL STRUCTURE - 1/2• MIN. 'v7 �i L.—.—._.—.—.—.— _.—.—.—._ PRODUCT APPROVED as e.�I�I� with the F loddo O I E3 WOOD AT HD, SBJ. OR JAMBS SG - 0.08 MIN. g• m • f% CONCRETE AT WM. SILL OR JAMBS fe - 3000 PSI MIN. NOA-Ho 15-0826.26 - C-00 GROUT FILLED NORMAL WEIGHT BIOCK AT JAMBS I'm - 2000 PSI INN. . wpynavaR Date 0Bl25/2021 ! ^ T A SEAL N T,YPR.'1J.MORS SEALANTS: Npa TEOF ',� drawing no. !RoR\Dp`�',. W14-38 EDGE DIST. FOR SPACING ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF AUG 11 2��6'�i�yj�lUAl GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. if7111I11\\ sheaf 7 of 9 • m 3/8- MAX. SHIM 3/8- MAX SHIM ANCHORS A h C 3/8- MAX. SHIM 11 ANCHORS A h C 1/2- . SO 1/2' MAX, SHIM B ANCHORS A B C 1/IM 3/SHIM© a4me� 3 Z g ANCHOR0 JAMB ANCHORS BSHIMANCHORS ANCHORS C 0 h T2 TYPICAL ANCHORS a TMPCAL ANCHORS SEE ! SEE EIEVV FOR SPACING71 FOR RE W Qi yLy 4 N • R'W O TYPICAL ' I511 TYPICAL ANCFHORS M�y Ix ELEV. FOR SPACING _ cl W SEE ELEV. FOR SPACING Z Q M � � _ 2 Ili •••• • • • iBY OR 2BY • • • • WOOD BUCK • • • • •••••• • METAL • • ♦ STRUCTURE J n •••• • •• •. •• •••• • •�� • O ••IIA 1 JAMS ••• E -1 R • • • • • • • 1/4- DIA. BOLTS WITH NUTS 3 J J • •••• • • • • • • EG3 • E01 Er5 M02 E01 EO6 E02 • AT 30' FROM ENDS AND 24' O.C. MAX. 30 z I1-- I/Ta n •I� 2BY • r7 WOOD • BUCK. be •••• • g 3 Z _ , '. Lj : • _.._.._.._.._.._.. _.._.._.._.._.._ . ._.._.._.._.._.. _.._.._.._.._.. • ( �n1 O LSD \\SAJCONE Yl M3 q D.L. OPG. D.L. OPG. _ •fig S -DOW c NING 790 EXTERIOR MIN. k MAX DEPTH - 1/4- MIN. MIN. k MAX. m m GAP SEE CHART FRAME WIDTH GAP SEE CHART BELOMBELOW11111I///`�JVAX I FRAME NOTEYAX. MOVEMENT CONWERED-IOOX STRETCH.PLEASE REFER TO SEALANT MANUFACTUREWS DATA AND APPLICATION FOR COMPATAB0.JTY OF SEALANT TO SUBSTRATE & W04DOWALL PRODUCT APPROVED •s colnnh/lnf Aim th• Florida _ TOW_MANUAL MATExW.fEwISH AND CDMPLANCE FOR WARRANTY. BaBdiny Cod• * . - $ REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES BE E ALTERNATE SFJLLAMS AT JAMB CAPS CAN BE DESIGNED BY•. NOA-No. 13-0826.26 OF -I� drawing no. GUIDE Approval Daft 06l25/2021 '• y` ENGINEER OF RECORD BASED ON MANUFACTURER LINES. GAPS LESS THAN 1/4- MAY BE DESIGNED BY ENGINEER OF RECORD BY Br AUG `r`r ......... W 14-38 THE USE OF BOND BREAKER TAPE OR 15X OF GAP ALLOWED MOVEMENT. RI • i 1 2016 � ' ///j�r11A�'1 sheet B Of 9 11V`` MAX. GAPS FOR UNANCHORED JAMBS IEIGNT JAMB JtJ1 MN. MAX Y6' 1/4' 1' 102' ,/4' 1' 108' 3/8' 1' ,20' 3/8' t' 132' 3/8' 1' 144' 3/8' 1' FRAME • • • A94 • Tr�RMAI • • • BREAK 'W3 ••••wrFRAMEFRAME /J8A8 MB M•• F•••91 .••517••T8 •••4 ATE •••• • 3••••• N MATE 021 1.000 EDS GLAZING BEAD THERMAL BREAK: FRAME MEMBERS FILLED AND DEBRIDGED USING 'BAYDUR TS 100-30' MANUFACTURED BY 'BAYER MATERW.SCIENCE, LLC. 1.461� r 312 4.464 .188 1.281 �- MULLION I LJ STIFFENER mm / PART / REQ'D DESCFMMON IIATRUAL MA". / SUPPLIER / REMARKS E07 ES-8000T-001 AS REDD. JAMB AND VERTICAL -MULLION 6005-75 - E02 ES-5OODr-002 AS REOD. SNAP -IN MATE 6005-TS - E03 ES-8000T-003 AS REGO. HEAD/SWJAMB SNAP -IN PLATE 6005-T5 - E04 ES-BOOOT-004 AS REDO. FRAME HEAD/SILLANTOWEDIATE 6005-75 - E05 ES-BOOOT-005 AS REDD. GLAZING SEAR 6063-T5 - E06 ES-BOODT-006 AS REDO. STIFFENER 6005-T5 - MO1 112 K 1-1/2- AS RECD. ASSEMBLY FASTENERS ST. STEEL PH SMS M02 27-431 AS RE00, I4TMOR GLAZING GASKET EPDM DUROMEIER 5015 SHORE A M03 0210141 AS REOD. WEDGE SPACER EPDAI - M04 80-32S 2/ LITE SETTING BLOCKS AT 1/4 POINTS EPOM DUROMETER 801:5 SHORE A M05 1/4' 1( 2-1/8' AS REOD. MULLION FASTENERS ST. STEEL BOLT WITH NUT Mot IWO Z ti�P z Sod 8gap M clog 04 21 mi-a ,a, a MO1 M alo 3 Z f/IN�x �n k S•. • .71i i •� PRODUCT APPROVED' as eomWCod•frina wMh the FforMm NOA4MI 15-0826.26 Apprww Dat• 0&25l2021 TEOF drawing no. sr Mlam roue AtoRwt•.. i8s� ••.^•"`S W14-38 AUG 1 1 2416 i,WVAL111�.� sheet 9 of 9 MIAMI•D1ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ES Windows, LLC 3550 NW 49th Street Miami, FL 33142 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 HutTicane Zone. DESCRIPTION: Series "ES-H340 Thermal' Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W14-39 titled "ES-H340 Thermal Alum Single Hung Wdw. (LMl)", sheets 1 through 9 of 9, dated 10/10/14, with revision A dated 05121/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia S.A., modellseries, 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 NE)A•Ihadl ;be. pjoyi*j to the user by the manufacturer or its distributors and shall be available for inspUtion.* thtjob *e!A*he.request of the Building Official. This NOA consists of this page 1 and evidence plgel 91'an'd E-2, asVvell as approval document mentioned above. The submitted documentation was reviewed l Manuel Perez, P.Fr. . .. . . . . . . . . % . % . . . .. ... . NOA No.15-0129.12 M IAMFOaoeCOUNTY t Expiration Date: June 25, 2020 (p Approval Date: June 25, 2015 ... ... Pagel . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W14-39, titled "ES-11340 Thermal Alum Single Hung Wdw. (L.M.I.)", sheets 1 through 9 of 9, dated 10/10/14, with revision A dated 05/21/15, prepared by Al-Farooq Corporation, 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) Large Missile Impact Test per FBC, TAS 201-94 5) Small Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked -up drawings and installation diagram of model ES-11340 aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7607, dated 06/12/14, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5rn Edition (2014), dated 10/30/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. .. .... . . . . .. -\V .. ... .. . . . .. 4��r • ... • • • Manuel Pe E. . • . . .. .. . • • ... • • Product Control a iner • . .. • • . • • • . . NOA No IS- 99.12 Expiration Date: June 25, 2020 : • Approval Date: June 25, 2015 E0 • 0 : * .. ex • . . . .. . . . . .. . . . ... . . . . .. . .. .. . .. . ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Test report No. ATI-60520.02-106-18, prepared by Architectural Testing, Inc., dated 11/09/06, with revision date 11/29/06, issued to Ensinger, Inc., for their Tecatherm® 66GF insulbar material comprised of Polyamide 66 with 25% glass fibers, per ASTM G 155-00ael, "Standard Practice for Operating Xenon Arc Light Apparatus for Exposure of /Non -Metallic Materials", per ASTM D638-03 "Standard Test Methods for Tensile Properties of Plastics ", for exposed & unexposed sample per Xenon Arc after 4500 Hours, ASTM D635-98 "Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position" , ASTM D1.929-96 (2000)e01 "Standard Test Method for Determining Ignition Properties of Plastics" and ASTM D2843-99 "Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics" and ASTM D2843-99 "Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics", signed and sealed by Joseph A. Reed, P.E. 4. Standard Material Values Data Sheet from Ensinger for "Tecatherm 66 GFPolymide 66 with 25% glass fibers, black— Mechanical Properties and Thermal Properties. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), and of no financial interest, dated October 30, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Testing proposal issued by the Product Control Section, dated 04/15/13, signed by Jaime Gascon, P.E., Product Control Supervisor. G. OTHERS 1. None. .• ••• . . • . . •• • . ...•..••. .. 110 •• ••• •• • • • •• ��YajtuldQOIA •• • • • •• • ••• • . - • • • • • • Manuel er . • • • Product Control Ex mi r • .. • . NOA No. 15-0 .12 Expiration Date: June 25, 2020 Approval Date: June 25, 2015 • : • b 47 HEAD SILL 4 jl u ax n N _ _I n M � J / / 11 • • •• I •II I I • • • • •FALSE MUNf9N5 • D • ( • • • ::*Goo MAY BE •-• 3 � m fry • • • 47 8' • • • • k1wo #ANT) $ • e••••• • cr ••61.1o(2' • • • �IITTH • gLE.ATION • • • • • • • EQUAL NTES . •••• •••••• ES-ii340 (L.AiI.) • VMMAL "INUM SINMR63ANG WINDOW BESIGN LOAD RRfINGSPftft THESE =ANL0*9 ZO BE AS PER W" SHOWN (4IvVW 2. • • APPROVAL APPLIE9 40P MINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MLAMI—DADS COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETA1lS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THEE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALUC MID NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 94ALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 3 TYPICAL ELEVATION UNEQUAL UTES (OREL TYPES) 1/4' HEAT STREWD. GLASS t/4' TEMP. GLASS 3/16' AIR SPACE 1/8' HEAT STT•]i'D. GLASS QJJ 3 Z 0 O90' Interlayer DuPont SentryGiae ' By 'E.1. OuPolt De Nemoule B Co.. Inc.' 4 a 1 O 1/8' HEAT STREN'D. GLASS Q; O SILICONE DON 993 �. 0 f , � . jj((p l M6 I 6 a g Qa�g� ff M3 M2 YENi FIX, UTE GLASS TYPE 'A' 7 7/8' OMMIL NDM. THK. Y! 1/4' HEAT STREWIX GLASS —OR 1/4' TEMP. CLASS JJ J 6/16' AIR SPACE jj n 1/e HEAT STREN'D. GLASS 0Interlayer d E l D90' uPont Butadte PVB DuPont Do rs Co, _z Z X HEATSTREN'.CLASS \ rg� } V1 M NOTE: TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'A' & 'B' MUST BE TEMPERED. THESE WINDOWS ARE RATED FOR LARGE M SMALL MISSILE IMPACT. SHUTTERS ARE NOT REOtARED. • • EQUAL LITES WINDOW DEMON LOAD CAPACITY - PSF INTERIOR GLASS TYPES FRAME DIMS. I 'A' & 'B' 25-1/2• 80.0 90.0 31' 80.0 90.0 38' 25' 80.0 90.0 1. (3) 80.0 90.0 43' Sao 90.0 47' 80.0 90.0 52-1/8' a0.0 90.0 54' a0.0 90.0 18-1/8' 80.0 90.0 25-1/2' 80.0 90.0 31" 80.0 00.0 ar 37-3/a" 80.0 90.0 39• (4) 80.0 90.0 4r am 90.0 1. 80.0 90.0 52-1/8" 80.0 90.0 54" • O010 90.0 18-vir • 0 90.0 f.9-8/!" 80.0 90.0 31' • • • 90.0 • GW O 49-5/81 00.00 90.0 • 39' (5) 80A 90.0 43" 80.0 90.0 • 47•'• j 90.0 45"A, •Ile 4ma 1 20.0 • 31• �• (50 43' b2-1/a' • 54' 18-1/S' 25-1/2' 31" 38' 82' 43• 47' 52-1/8' 54' 18-1/8' 2s-1/. 31' 38' �• �. (7) 43" • NUMBER IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. 1 • • • INTERIOR FRAME *WTH • • FLUSH FRAME r r i NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL LITER (ORIEL TYPE) UDWS. DESIGN LOAD CAPACITY - PSI? INTERIOR FRAME DIMS. GLASS TYPES A• & 'B' WIDTH HEIGHT EXT.(+) INT.(-) 18-1/8' 25-1/Y 31. 38' 39• 43' 47' 52-1/8' S4" 49-5/S' (5) a0.0 90.0 a0.0 90.0 a0.0 90.0 80.0 90.0 80.0 90.0 80.0 90A Sob 90.0 -0 904 W.- 90A 18-1/8' 25-1/Y 31" 38' 43' 47' 52-1/8' 54' b5' (5) a0.0 90.0 a0.0 9010 80.0 90A S0.0 00.0 SOD 90.0 Bob 90A Sao 20.0 Bob 90A Bob 90,0 18-1/8' 25-1/2• 31 • 1. 1. 43' 47' 52-1/9' 54' 62" (6) 90.0 90.0 00.0 ra-o, 90.0 90A 90.0 90.0 a0.0 90.0 Sao 88.9 18-1/8' 25-1/2' 31' 38' 43' 47' _ (7 (7) Bob 90.0 a0.0 9" a0.0 90.0 s0.0 90.0 80.0 W.0 Sao 90.0 8io 9" 18-1/8' 25-1/2• 31' 39' 39' 43' 73-1/4" (7) Sob 90.0 80.0 90.0 a0.0 90A Sob 90.0 no 904 Bob 90.0 la-1/8' 25-1/2' 31" 36" 1. 43" 75" (7) 80.0 90.0 80.0 90.0 80A 90A 80.0 00.0 a0.0 90A 80.0 90.0 Is- 1/a" 25-1/2' 31. 38' 39' al' (a) 60.0 90.0 80.0 90.0 80.0 00A 00.0 90.0 80.0 90.0 • NUMBER IN PARENTHESIS INDICATE MIN. NO. OF ANCHORS PER JAMB. 2 e.eZZ l.�yi�•1r�i9 Dale NOAY / hNaq 272015 ; 14mv arowing no. W14-39 • •r • • • •• • • ... •••••• • • C a • • • •••• O ••• o . • .••• P; • • • • E • •••• w N •••• 0 •• 0 • •o • • • • • • • yy ;1 �.. Wi SILICONE DOW CORNING 7791 OPTIONAL TO SPRING LATCH FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING i COUNTY APaR04EDI MULUON ANCHORS I I rE NOA II Z 0 EDCE DWj l o � TYPICAL ANCHORS SEE EAC FOR SPACING a Q �Y DO O 1-1 zTYPICAL c EDGE ANCHORS: SEE ELEV. FOR SPACING i/4' DU. CRETE-FLEX SS4 BY 'ELCO' (Fu-1g0 M, Fy-127 KSO IL Z J - tall qSf. 1/4' A APON SS4 410 BY 'ELCO' (Fu-1g0 KSI, Fy-164 KSI) 1/4' DIA. AGGRE-GATOR 300 BY 'ELCO' (Fu-95 KSI, Fy-57 KSO i 1 /4" DUL ULTRACON BY 'ELCO' (FU-177 KSI. Fy-155 XM ,..� G INTO 20Y WOOD BUCKS OR WOOD STRUCTURES El 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) U 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) TYPICAL ANCHORS DIRECTLY INTO CONC. OR MASONRY FOR ESPAGING 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) M 7 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) p M WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS 1/4" DIAL BI-FLEX 300 SELF DRILLING SCREWS BY 'FI CO' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" D DRI - FX F DRILLING SCREWS BY ' CO' / aS AND TRANSFER THEM TO THE BUILDING STRUCTURE. (� 5 �) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8") Li INTO METAL STRUCTURES O STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/3" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2' MIN. ° INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. e WOOD AT HEAD, SRI OR JAMBS SO - 0.55 MIN, CONCRETE AT HEAD. SILL OR JAMBS re - 3000 PSI MW C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 20DO PSI MIN, c o WEEPHOLES: Wt - 1-7/8' X 1/4" WEEPHOLES AT 6-1/2" FROM EACH END e i b G CIVIL FUL PE /705112 kP•e reo.>taAplyhl{•NYIw CON.578 D.te smog }} _ WOOD BUCKr(PICAL ANCHORS M �{ • drowlnq no. ' I EDGE Disc. Y 27 201 W14-39 FOR SPACING sheet of g 1/4" MAX. INTERIOR FRAME WIDTH 1/4' MAX. SHIN SHIMS 23 � 19 ED3 SEE ELEV. L ANCHORS SEEQ � _ a O FOR SPACING O U 1 1/2' 41/4- gi . 40 • t6r O is 18 EXTERIOR WOOD BUCKS +� TYPM,AL ANCHORS O.L. OmE2 2 ' .i • v 'i SEE ElEV. FOR SPACING • • INTERIOR FRAME WIDTH INERIOR FRAME WIDTH • • • II 11 � J i • • 1/4• MAX • • • INTERIOR FRAME WIDTH 1/ j i 3 h • SHIMS SHIM M n •••••• • • (L•; •• 1 M •TYW AL•ANCHORS E03 77 18 t5 11 11 , g SEE ELEV. • • • 11 I (N v • FOR SPACING • • • • • 11 I - in 5 • •••• r 1 -------- I wo ` TYPICAL ANCHORS n • - .._.._.._.. _.._.._.. _.._.._.. .._-_-._.._.._.._.._.._.._.._. MIAMI-DADS COUNTY //•/{- SEE t1.LV. • • • • 1 y * — — — TYPICAL ANCHORS APPROJEO MULLION) FOR SPACING SEE SEPARATE NOA f • FOR SPACING q JSTmErm- RUCTURE • .a N7 M7 c • EXTERIOR a c� E W JAVAD/ AHMM)CIVIL A_ •E n G/ 70592 Apprwvewd Utih Me m*fgwl�w l d 3538 2�13 b i drawing no. W14-39 sheet 4 of 9 M wow BUCK TYPICAL ANCHORS TYPICAL ANCHORS �[ 1 v .. .. FOR SPACING METAL STRUCTURE NCf____________________� ___ .. d . .� d • '�, d ,�.a I .. EGiE ;; MIAM_______-'_DADE COUNTY APPROVED . • ' ° . • g OGE DISf. LE 1 ULLgN & UWON ANCHORS I I I1 Z p of SEE SEPARATE NOA 11 \ j EDGE fRST. 1 I - - lnEDO tTYPE& E14ALT.TYPICAL a ANCHORS SEE Ems'. NCHORS 6 1Qzj m FOR SPACING SEE ELEV. FOR SPACING ���rrr WWWd S S n • • • id • • • • • • • • •••••• „ X v 'n • •••• •• •• •• aSC • • Ste S •••• •••• •••••• le)" • •0000 Z 3 �Z� •••••• • • NCI_ • •••• •• •••••• • •••• •••• • • • • 9000 c o� EOB o 0 0 O w g ALT. >v O < c 1 INSTALLATION DETAILS WITH FLANGE FRAMES I � _ F rAV b CIVIL FIA. PE Approved of cmpWft wll►w 70M Nrtend, b - '.� ` .� •\ 1 d - DIRT. ` CAN. INy +OAi n' . 1 BY 8 ' - e ... ANCHORS _-u wow BUCK TYPICAL 2015 Brewing no. ELEV. SEE W 145 FOR SPACING EDGE dsr. 039 ahe•t �4V 1/4' MAX. INTERIOR FRAME WIDTH I/4• MAX SHIM SHIMS O q E07 TYPICAL ANCHORS SEE ELEV. FOR SPACING a c� 1/Y ',i,4• d o� apl 3l ...1 z !� �r °d + INTERIOR FRAM WIDTH INTERIOR FRNAE_WIOTH .. f w Li IBY WOOD iTUCI(S CAL ANCTlORS V. FOR S^ !C IF ••••• ••••• • • • • �i it II 11 ••••• • •s •• •• 1/4•MAX. O,�M • • • • • SAL ANCHM 3z�^• • • • • • • • • • • • s • • SWAP MNMI-OADE COUNTY SEE B". • APPROVED MUWON FOR SPACING ••••• • •••• • • • • s • • • SEE SEPARATE NOA V110 • O ••••• •• •••••• • • • • • • • • TYPICAL ANCHORS • • • • SEE Ems• ••••• •••• • • FOR SPACING WMI• • tt • • • • AC S1RUTURE 2 F 1 7 9 INSTALLATION DETAILS WITH FLANGE FRAMES r M M CMpAbdei aeeet•P4VtMiIi� _d I,+ CAN.MAI &CI- rl IF Sl W.9 no. W14-39 sheet 8 of g 1TXM E PART / RXQD. DISMPTION MATXIOAL MANP./SUPPUXR/RXMARXS E01 ES-H340-501 1 FLUSH FRAME HEAD 8083-TB E02 ES-W40-003 4/ LITE GLASS STOP W03-TO - E03 ES-H340-505 2 FLUSH FRAME JAMB 808.3-T6 - E04 ES-H340-007 AS REOD. SCREEN ADAPTER/COVER 8063-T3 - E05 ES-MM-503 1 FLUSH FRAME SILL 6063-T8 - E05 I ES-H340-502 1 FIANCE FRAME HEAD 6063-TB - E07 ES-NUO-506 2 FLANGE FRAME JAMB 6063-T8 - EOB ES-H340-504 1 FLANGE FRAME SILL 6063-TB - E09 ES-H340-507 1 FWED INTERLOCK 6063-T6 - E10 ES-H340-508 1 VENT INTERLOCK 8083-76 - E11 ES-H340-509 1 BOTTOM RAIL 6063-T8 - E12 ES-H340-510 2 JAMB STILE 5053-T6 - E13 ES-H340-021 - JAMB TRIM HEAD FRAME OOVER 0063-T5 - E14 ES-9502 AS REDD. W63-75 - M2 ES-11340-002 AS REDD. EXTERIOR GIMM WEDGE (FI). LNE) EPDM DUROMETER 60l5 SHORE A M3 ES-H340-003 AS REQD. EXTERIOR GLAZING WEDGE CVDM EPDM DUROMETER 804:5 SHORE A M4 ES-21-904A AS REOD. SETT910 BLOCK EPDM OUROMETER 8035 SHORE A M8 - AS READ. INTERIOR GLAZING TAPE POLYURETHANE THERMMEOND M7 W232 RE00. PEE W$IAMPWG - MB • 03ODTIOD OS REOD. Q►RDN04WbiRIPPING - M9 • WM 1,. WEEP FOAM PAD, 3 X 1' X 5/8- FOAM OPEN CELL M7 3011• • •1 VENT LOCK DIE CAST ALUM. - M11 ES1050-PL1 - SWEEP* LOCKBFLAT BUT ST. STEEL - M12 SKOD-4000.9 &TERLm DIE CAST ALUM - • IRHI • ES-1012 • - LATAI•SPRM! LS 4050 ST. STEEL - • 1{t/ • WA2L• • • - ww ♦IQlfi COVER RIGID PVO - 1 30-31 U VENT lA BALANCE STEEL ROD - M18 • • • 4 4Q0 VENT BALNCE GUME NYLON FASTENED W/ (1) /8 X 1/2- FH SMS 21 -NOIT ILTSr. STEEL - M18 • ES-14340-FS7 - RIGID PVC - • Y1i• ES-1(yy P1 - NIP" WP • NYLON - M20 2310 • ITAUM JOMM FLAT POLYAMIDE ENSMCER M21 1673 - INSULAR 20MM OFFSET POLYAI60E ENSNGER -H&M AM OFFSET POLYAMDE ENSHM M23 %10 X 1 J%,V44 MLS REDD. ASSEMBLY FASTENERS ST. STEEL. PH SMS M24 J8 X 1/2" - NOW TILT SCREWS ST. STEEL PH SMS M25 /6 X 1/2• - BALANCE GUIDE SCREWS ST. STEEL FH SMS SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED GENERAL PURPOSE SILICONE SEALANT BY MACKLANBURG-DUNCAN. 3 R n qqI i6 clin Q .t fq z3Mi6 = vi In WM�� F(T2 VM+ _ ri 4 0 PE / AI 6 70502 � Ergr. B 3536 � ,nMly S/�'Iy 41Nr8• rS =TIuJ1�de �n�i� � b 7 20i W114-39 ahee� f 7 of O 3.403 1YP. yp. .872 A22 1.747 � 1372 3.403 082 11'P. e22 1.747 t.948 .090 A80 t.307 1.385 ,p2 159 2 I v l 6 3 Z � .090 090 O tOMM FLAT 9 11 " 0 1.503 1.503 t.485 0 I Tbt FLUSH FRAME HEAD �e FLANGE FRAME HEAD Et2 VENT SIDE RAIL .071 .244 0 n�{ O P+ 1.488 1.890 r.080 .080 090 .787 0 t" W C Z � .t1t Ali U I 2.7So u2t 20MM OFFSET $ 3.373 3.373 1.475 .070 K 071 0(( 70�82, 1.489 L 052 1.489 TYP ' L 1.740 7t idd • • kX)8 . FIX MEETING RAIL .244 189 -L 1.817 • 2.313 • • • • • • 3.179 • 2.812 3.879 .f72 t' Jj • • • • . s • • • • • we2 12MM OFFSET _ FLUSU JAMB E07 FLANGE FRAME JAMB 1.423 .070 2,5p0 Q M Z '� • • • • s • • • • • sees • • • • • • ••••• •••• • • • • • a • • s • ,09p TECATHERM®66 GF INSUI.BARS SCALE t:t qq Z ,^R ?S Vl to v • i • • • • • • • • • • 1.365 MATERIAL G FGOLY1303 TENSILE STRENGTH 13031 PSI RATE OF BURN - .752 IN./MAN. � p � 0 • • • • 070 • • • • r.644 • • • a TYP. • 29V • • 1.8f4 4t7 38 E 00 VENT TOP RAIL SELF N'MiION Tw, - 7" F FLASH IGNITION TW. - 781'C SMOKE DENSITY t.43 • • • • • • • 1.385-%54 • �1A843.468 2.437 • 1.500 Lv6 FLUSH FRAME SILL FAe FLANGE FRAME SILL 2.113 Et t VENT BOTTOM RAIL .250 �: as AtnAw CIVIL+pprurcJ vt cwnptylea will M. PE 0 70592 FturU& JJic� 1 n a 1.122 1.230 .078 1.421 .01IO '8� 1.218 >p ` 0 ` b d L 1„ g 3 1.119 28B .082 IZ76 140A9 M Dade yy 8 b B,B 357 o5°r �` AY 15 drawing no. .us er . '"2 W14-39 t2 SPRING LOADED LATCH E02 GLAZING BEAD E14 HEAD FRAME COVER eta JAMB TRIM sheet $ of 9 .A to ol M23 Z N23 � °• n i� VENT TOP CORNER J • • • • i ! • *FRAME TP 984K = • • • p'd'Mg • * •*• • M23 • • M23 s a FRAME BOTTOM CORNER Erq ,WAD AMW o CML •PPmvtda comPgingwkb M b Pu PE 1 7ON2 Fkrtu *aldi CAA ese a Pro _ Mimi VBOTTOM CORNER Y 2015 sy aro ns no. • W14-39 sheet y of 9 M IAM NDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ES Windows LLC 3550 NW 491' Street Miami, FL 33142 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. DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq Corporation, 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled 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 Wpg�t q at th � job site at the request of the Building Official. This NOA revises NOA# 14-0731.00 and cgnsso of tbis;p$gq and evidence pages E-1, E-2 and E-3, as well as approval document mentioned'abott: : ; ; ;. ; • ; • • The submitted documentation was reviewealay Mandel Pe►'ei,*P.E. • NOA No. 18-0205.05 MIAMI-DADE COUNTY • • • • • • • • Expiration Date: September 16, 2019 .��0-1 Ql j8 • • • Approval Date: March 08, 2018 0- 1 Page 1 . .. .. . . . .. .. ... . . . ... . . ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision G dated 07/14/14, prepared by Al-Farooq Corporation, 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "D-A" fixed window, Grade 10, Level LV 1 per ASTM F 588-04, Side -Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan, P.E. (Submitted under NOA No. 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 09/01/09 and updated on 07/10/14 to comply with FBC Vh Edition (2014), prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted partially under NOA# 09-0825.03) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. ....... . .. . . ......... . .. ... .. . . . .. • / , ManuelTerez ' U Product Control Exa .er • • • NOA No. 18-0205.05 Expiration Date: September 16, 2019 Approval Date: March 08, 2018 ... . . . .. . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 51 Edition (2014), and of no fmancial interest, dated July 10, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. FTL-3810, dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 04-0 71Z 01) G. OTHERS 1. Notice of Acceptance No. 12-0308.37, issued to ES Windows, LLC for their Series Aluminum Tube Mullions — L.M.I., approved on 05/31/12 and expiring on 09/16/14. .. . .... ......... . • • . .. .. . • • • • 000 • • Manue Pe ez, P.E. • • . Product Contr I aminer • . . .. • • . • .. . . . . NOA No. 18-0205.05 • • • • • • • Expiration Date: September 16, 2019 . . ... . . • • . . • • . . . �j . . • . . ... . • • . . . • • . Approval Date: March 08, 2018 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 01/12/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611 Edition (2017), and of no financial interest, dated January 12, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. :!Kill11:101.7.l 1. Notice of Acceptance No. 14-0731.06, issued to ES Windows, LLC for their Extruded Aluminum Tube Mullion -L.M.I., approved on 09/16/14 and expiring on 09/16/19. .. . ... .. . . . . . . . . . ... .. . .. ... .. . . . .. Manuel Perez • • • • • • • Product Control ExaA i er • . . .. • • NOA No. 18-0205.05 • • . • .. . • • • . . Expiration Date: September 16, 2019 . . ... . . •• . . •• . . . . . . • . ... . . •• . . .. . Approval Date: March 08, 2018 MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT•4Nb •ION -IMPACT RESISTANT PRODUCTS. • RECTANG MA ALUMAM TUAE MULUONS USING'MULUN PROPERTIES*ONLY �� • NOTES: ' • • • • • • 00000 THIS PNODUCP MS BEEN DESAINCD AND TESTED TO COMPLY WITH THE �0 • • • • REQUROA�E 2017+ 6TLi 4EDffiON) FLORIDA BUILDING CODE • REM 'VELOCITY Hll�t(RICrAAE•2LNE (MMZ). 11• • • • ALL GLAZING PRODUCTS USEIi Wr9loTHESE MULLIONS MUST MEET THE APPLICAKS SWIOING COLTS REQUIR51MENTS LE: WIND LOAD, WATER 1 • • • • INFILTRATION, FORQED ENTRY $ RG61iTfj/NEC/,,TESAFEGUARDS ETC. ' DESIGNEIBY ORD ATI INSTALLED AtlE 1 fLiT Tb TRANSFER APPLIED PRODUCTST BE LOADSLOADS • • • • TO THE* WILDING STRUCTURF• • • • • • I ANCHORS °.STALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS • AND IN NIA" MANUF? INSTRUETIONS. SPECIFIED EMBEDMENT TO BASE H • • • • MATERIAL •VJALL♦BE BEYOND4W.Lf DRESSING OR STUCCO. A LOA4 DURATIOIiINCREASE 6 USED 14 DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS RR dE HIGH IMPACT, NON-MEULLJC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEVMETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL. IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.". LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MWIAI-DADS COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REOUREMENIS. STEP 3 USE CONNECTION TO MULON AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STFP4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS .TIES ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING CAL UNG PRODUCT Z 3 ?f"n I z Z o 0 J J w �W 0] of 3 01 n 0 tin Z Zap'_ u 3 z 1 n J O _ Q Wtom W i q i PRODUCT REVISED i. as a•apiyq wa"Florid" BAmrPteae li"K D([� OF.((� drawing no. B, sue. •... °"` M04-04 1 1.000 r- 1.000 j- .125 .323 �2.000-_V25 F^'2.000�--f 25 1.000 I ,.00f1 r .125 ..53a � .��.,25 o e _ 125 b .125 125 j 7 4.000 . 4.000 3.000 3.000 .125 6.000 6.000 3 L LLI .336 .323 5.o g ff .125 .125 .250 IX = .950 IN 4 Ix a 2.037 M\4 S a .977 \3 S a 1.48 M \ ? ^ \ Sx a .977 IN\3 SZ a 1.487 M\3 ? Sx a .634 M\3 Sx = 1.018 M\3 1 X 3 1 X 4 1 X 3 1 X 4 a� STD. MULLION STD. MUWON CUSTOM MULLION CUSTOM MULLIONL L 6063-T6 6063-T6 6063-T6 6063-T6 O �2.000--{ Ix a 5.204 IN\4 Ix a 8.276 M\4 Ix = 15.203 M\4 r.125 Sx 2.082 M\3 Sx a 2.758 M\3 SY a 5.068 M\3 • •• J - Z O • •••••• • •• 2.000 2 X 5 2 X 6 2 X 6 n ••••• • • • �-V25 STD. MUWON STD. MUWON HEAW MULLION • • • • M • • • • • • 6063-TB 6063-T6 6063-T6 M ••••• • • • • 1.690 W �L 4 • • • • .125 .720 W • • •••••• m 4.000 � r N a n ••••• • •• •• •• 3.Oo0 .125 • • • • • .156 TYP. O a M 1 ••••••• •••••• 0 � •�i • Z Z3� ° ••••• • • •••• f 3z4 n^ • • • • • • • • .125 2.750 3-m - • • • •••• 2.000 Q yN�" ••••• 1.405 WM< • • • • ` • • • Ix a 1.467 M\4 Ix = 2.976 BN\4 ••••• •• •••••• Sx a .978 M\3 Sx - 1.488 M\3 L • ••• • I •• •••• • 2 X 3 2 X 4 3.750 4.500 00000 0090 • • STD. MU WON STD. MULLION I--� • • • • • • 6063-T6 6063-T6 OPTIONAL NOTCH R 1/2' OPTIONAL ° Q TYP. 1/2'YPc k T. u .125 Ed a NON. EDGE GIST. Ed. Ed = MIN. EDGE DIST. 2.000 1/2- FOR 1/4- DVS ANCHORS 1/2FOR 1/4' DNA. ANCHORS o 5/8- FOR 5/16- DIAL ANCHORS 5/8- FOR 5/16' DIAL ANCHORS Ed. cog ^ ^ o MUWON CLIP MUWON CLIP tl1 S2o 6063-T6 6063-T6 > m s 2.000 1111"l/ P Ed. 'RODUCT RE z as umP1Y�6 wiW 16_O.�Flyuf� ' Y} - $ 3 � Ed a MIN. EDGE DIST. AWoe1 No IS�/4'p�05 S ii v 1/2' FOR 1/4- DNA. ANCHORS pate Qb�q � •'•,, ht3F :. � drawing no. 5/8- FOR 5/16- DIA. ANCHORS ANGLE TCSCU eY Prodoet ''�SSi�ffNlAii�111`'``` sheet 2 of 9 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. STD.1 1 STD. 1 3 COS S[ w1DTH (W) MULL SPAN 19-1/8' 26-1/2' 1. 37' 42' 48' 54" 60. 66" 35-3/8" 150.0 150.0 15( 150.0 150.0 15( 150.0 150.0 15( 150.0 150.0 15C 150.0 150.0 15( 140.6 150.0 15( 124.9 150.0 15( 112.5 150.0 151 102.2 150.0 15C 26-1/2' 1. 37' 42' 48' 50-5/8' 54" 1. 66" • • • 71� 37" • • �� • 58' 60' • 6gg0' • i i 4i'R ! • 6-1/2 • 42' • 1. 63. 54" 60" 66" 5 1 2 X 6 1 2 X 6 1 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 1fII4DOW DIMS. 3 X 3 STD. 1 X 4 STD. I X 3 CUSTOM 1 X 4 CUSTOM 2 X 5 STD. 1 2 X 6 STD. 2 X 6 HEAVY WIDTH (W) MULL SPAN 2 X 3 STD. 2 X 4 STD. 19-1/8' 26-1/2' 1. 37" 42" 48" 54" 1. 66' 72" 74-1/4• 75.3 143.0 118.2 150.0 150.0 150.0 150.0 54.3 1032 83.9 146.6 150.0 150.0 150.0 48.0 91.1 74.1 129.5 150.0 150.0 150.0 38.9 73.9 60.1 105.0 150.0 150.0 150.0 34.3 55.1 52.9 92.5 142.5 150.0 150.0 30.0 57.0 46.3 81.0 124.7 150.0 150.0 26.7 50.6 41.2 72.0 110.8 148.2 150.0 24.0 45.6 37.0 64.8 1 92.7 1 131.6 150.0 21.8 41.4 33.7 55.9 90.7 119.6 150.0 20.0 38.0 30.9 54.0 83.1 109.7 150.0 19-1/8' 26-1/2' 30' 1. 42' 48' 1. 1. 66' 72' 84' 52.0 110.4 80.3 150.0 150.0 150.0 150.0 37.5 79.7 57.9 113.0 150.0 150.0 150.0 332 1 70.4 51.2 99.8 150.0 150.0 150.0 26.9 57.1 41.5 81.0 125.6 150.0 150.0 23.7 50.3 36.5 71.3 110.6 145.9 150.0 20.7 44.0 32.0 62.4 96.8 127.6 150.0 - 39.1 28.4 55.5 86.0 113.5 150.0 - 35.2 25.6 49.9 77.4 102.1 150.0 - 32.0 23.3 45.4 70.4 92.8 150.0 29.3 21.3 41 A 64.5 85A 150.0 19-1/8. 26-1/2' 30" 37' 42' 48' 1. 10. 66' 72" B8• 34.8 74.7 53.8 109.1 150.0 150.0 150.0 25.1 53.9 38.6 78.7 133.2 150.0 150.0 22.2 47.6 34.3 69.6 117.7 150.0 150.0 - 38.6 1 27.8 56.4 95.4 125.8 150.0 - 34.0 24.5 49.7 1 84.1 1 110.8 150.0 - 29.8 21.4 43.5 73.5 97.0 150.0 - 26.5 - 38.6 65.4 88.2 150.0 - 23.8 - 34.8 58.8 77.6 142.0 - 21.6 - 31.6 53.5 70.5 129.0 - - - 29.0 49.0 64.6 118.3 19-1/8' 26-1/2' 1. 37' 1. 48' 86' 72' 108' - 52.5 37.8 76.6 134.0 150.0 150.0 - 37.9 1 27.3 55.3 96.7 137.7 150.0 - 33.4 24.1 46.9 55.5 121.7 150.0 - 27.1 - 39.6 89.3 98.7 150.0 - 23.9 - 34.9 61.0 86.9 150.0 - 20.9 - 30.5 53.4 76.0 139.1 - 27.1 47.5 67.6 123.7 24.4 42.7 60.8 111.3 - - - 22.2 35.8 55.3 101.2 - - - 20.4 35.6 50.7 92.7 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4', 5" AND 6" TUBE MULLIONS. TOCHORS TYPE ALL TUBE Mu LIONS. c', 'FAND 'G' APPLICABLE MULLIONS DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) �u o I 0 1f1NDOT4 DL(S. 1 X3 STD. 1 X4 STD. I X 3 CUSTOM 1 X 4 CUSTOM 2 X 5 STD. 2 X 6 STD. 2 X 8 HEAVY WIDTH (W) MULL SPAN 2 X 3 STD. 2 X 4 STD. 0• Z y C n Q Ito W N u. 9.(.4 C1 p ^ 1y�8 W IIWWZuu a �$ bi 19-1/8' 26-1/2' 30" 37' 1. 60' 1. 1. 120' - 382 27.5 55.9 97.7 150.0 150.0 - 27.6 - 40.3 70.5 110.E 150.0 - 24.4 - 35.6 62.3 97.9 150.0 - - - 28.9 50.5 79.3 145.1 25.4 44.5 69.9 127A - - - 223 38.9 61.2 111.9 - 34.6 54.4 99.4 - - - - 31.1 48.9 89.5 - - - - 28.3 44.5 81.4 - - - - 26.0 40.8 74.8 19-1/8, 26-1/2' 1. 1. 42' 1. 54' 60' 66" 132' - 28.7 20.7 42.0 73.4 116.8 150.0 - 20.7 - 30.3 53.0 84.3 150.0 - - I - 26.8 46.8 74.4 136.7 - - - 21.7 37.9 1 60.3 110.9 - - - - 532 97.7 0 Z O72' 119-1/8'32.3 W 111 i- Z 2 1' o t J J W D: (/) (n n 0 d - h Q M Z 3 -1 Z n W M - - - - 46.5 85.5 - - - - 41.4 78.0 - - - - r21.3 372 68.4 - - - - 33.8 62.1 - - - - 31.0 57.0 26-1/2' 48' ry4• 60' 66' 72' 144" 89.9 150.0 - - - 23.3 40.8 84.9 1192 20.6 36.0 57.3 105.3 - 29.2 48.5 85.4 - 25.7 41.0 75.2 _ _ _ _ 22.5 35.8 65.8 _ _ _ _ 20.0 31.9 58.5 - - - - - 28.7 52.7 - - - - - 26.1 47.9 - - - - - 23.9 43.9 ARCHES INSIDE TO BE RECTANGULAR INSCRIBED SHAPE HORIZONTAL MULLION nI I I 1N C 0 VERTICAL MUWON PRODUCT 0 3 PRODUCT PRODUCT � 1. W7 1. W2 TYPICAL MULLION ARRANGEMENTS MULLION ARRANGEMENTS WIDTH (W) = w1 + w2 ODUCT REVISED 2 cdoP1y61g with" Building CO& !&[j Accep-Tm.a.- 25 3 PRODUCT GI.AZING PRODUCT PRODUCT MULLION SPAN I 0 ;h . 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L•9Ll L'9S 9'LL 9"9£ 0.091 OWL 9.69 S'l£L C1.9 TLOt 9T9 O'09L O'OSL YfZI O'OSL L16 FZ£ - t'L9 9YL YL£ CK f•LZ ,Vt-fL .zz .99 .09 .tiS ,BY ,z* is .OE .Z/L-9Z £•9£ - O'S8 9'19 9"OY CGS 6'6Z B'9C - VtOt 4'69 6'tiY L'99 9'Zf IT* S'LZ L•9Ll L'66 9'6i 0'£L S'9C Tot ZW 9"Oft Z71I L,99 I'M L'tt YSS LYZ Tatt Z"9Zt L'19 WEE 6'9f 6Z9 f•L£ 0109L S'Sft 97L 9'90L CCS WU 9.9C 0.09L 0'09t L-69 Yl£t L'29 9'L8 8•Cf 0109t O'OSl TIM L'oft 1 ♦314 CLZI 9_.O'09L 0"091 MI O'OSt OTOI O a a a 3 ElV NVdS TnA (M) tLL01M Z&U S30H3NV AM - i.I.l3♦dY3 QY07 NOM[Q •SNomm 38ni 11V Ol 3l8VOnddV .0, ONV A. %0, ',8, ',V, 3d.0 SHOHONV SNOn1nll 38ni ,9 ONV .9 '.1, Ol 31wnddV ,3, 0NV ,a, 3dAl SNOHONV (43MO11V SNVdS 80 SHAIM N33M1.38 NOLLVIOMRN1) 6 nNH1 9 S133HS 33S N0I1d180S30 S80HONV NOJ •SON3 8W`v'r No 1lIS 'oV3H 1V SN011V301 83AOO AVN N1383H NMOHS N01110NO3 80HONV MY • • •••• ••••• 38V SCV01 TIV • • • • Z-99 CK O'OSl O'OSl I 6'BL I S'StL 9'LS .9/C-9£ .90 .09 .K .9Y .Zf .L£ .0£ ,Z/L-9Z .9/L-6l O"SL S'Lf 0'091 0'091 9'99 VLZI S'£9 Yf9 L'tt 01091 0'091 9'96 z'lfl 9'0L ST8 6'91 0"091 0'091 9'901 0"OSI YBL Z'LOI 9TS 0'091 O'OSt 0•fz1 0.091 9'06 L'LZl 6'09 0"091 0'091 9'01•t 0.091 0'£Ol O'OSL 0"9L OWL 0'O9l 0'09L O'OSL l'LZI 0'091 0199 0109L O'OSL 0'091 0'091 6'fYl 0'091 L'LIt O'09L 0'091 0'091 O'OSt 0'091 O d a (IH ♦ NVdS TIf1Y'1 (M) N10VA adAl SHOH3NY 'SIQQ AoamA dSd - .I.LI3♦dV3 QY01 NOISaO 1/4' DIA ULTRACONS --2 CUP (1 ON EACH WNC) 1BY K= BUCK 1/4' 06l ULTRACONS 2 PER CUP (1 ON EACH YANG) • • •• •UCR •• M • • • WOOD tB• M • OR • r ••••• WOOD M.� • • ____W____41 STRUCURE • ••••• • •• •• •• • ••••• • •••• ...••. . • ••••• Ed. •••.•• • • • • • 1/4' OWL ULTRACONS 1 PER ANGLE 'It CUP INSIDE MULL Ii 11 I I L X 2 X 1/$' It ALUM ANGLE 114 SMS 11 1-3/4' 2 PER ANGLE 1 I 1/4' DIA. ULTRACONS 1 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL 11 11 2 X 2 X1/B' 1J Uil ALUM ANGLt 1-3/4' O.C. � 1 1 2 PER ANGLE _ 1/4' DIA. ULTRACONS 1/4' DIA. ULTRACONS aaI 2 1 4' MIN. 4 PER CUP (2 ON EACH YANG) 2 PER ANGLE TYP. gWGg, LL 4jjTrT 5-1` 11 11 FLOATING SNUG FIT INSIDE MULL I I 1 1 2 X 2 X 1/9' oO g& o WOOD DUCK t I 11 11 U U ALUM ANGLE Q iI I i i 1-3/4' O.C. MIN. 1 1 I 1 I 2 PER ANGLE I I LL N�� 1 Z= p QW°12 0 n 1/4' DIA ULTRACONS 1/4' DU, ULTRACONS Z 1 4 PER CUP (2 ON EACH WINO) 1' MIN. 2 PER ANGLE O n J � U L.1 �w m Z Z �ELOATING BY tr�l CUPO2 SNUC Fn INSIDE MULL Rii 2 X 2 X 1/B' Q N u7WOOD ---------- BUCK #14 SMS ALUM ANGLE W M f 1-324PER ANGLE c��nR ANCHORS TYPEANCHORS TYPEV ° U woo 1/4' DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY 13E HEX OR FLAT HEAD SUBSTRATE Ed. a MIN. EDGE DST. MN. EMBEDMENT WOOD 1'1 1-1/2- CONCRETE 2-1/2' 1 1-3/4' WO00 a 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. 0.55 MIN. CONCRETE - f'e - 3000 PSI MIN. PRODUCE RhIA96D as cwroybe wnhdr Flaide Building Code IB,O ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. Accept- No CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITFxpiretion Dale H ALKALI-REStSfANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE MErMACRYLATE LACQUER. t1Y 1rivni 1— t7' 1 HIS s �Pf� dmwing no. M04-04 aheet 5 of 9 1/4' DA. ULTRACONS 1/4' Dw ULTPACI 1 PER AN X MULL I I i i L 2 x 2 x 1 9• ll L1 ALUM ANGLE %14 SMS I I 1/4- O.C. MM. I 1 2 PER ANGLE I I Does** • • • • • • • 2 PER CUP (1 ON EACH WING) ,so:* • • • • • • • • • • • •••••• • • 000000 <... • •••••• 1 ••••r • • V 1 • • N 1 r \ 1 t 1/4- DIA ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2-1/2- 1-3/4' 1/4- DIA. ULTRACONS 1/4- DA. ULTRACONS ��U 2 PER ANGLE I Z ro C5 I. MULL / J/ I /14 SMS I 4 PER ANGLE I JOB dj 2 X 2 % 1/8'~ ALUM ANGLE c Q pl 19122 ! 1_I I 3asI 4c60,x 0 2 n 1 Z "oa 0 n 0 J f UUJ Ld Jw mcr H TAN�n 30: p 1 Z Z3_j Q W LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE V APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS CONCRETE - f'c s 3000 PSI MIN. PRODUCE REYISFU wasw kwid. 'fit .Acc.pta•c. ALL CUPS AND ANGLES TO FIT SHUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED E<pirMlon Dr.e' �j�' WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE MEIHACRYLATE LACQUER. 0�'� 11 •' s drawing no. M04-04 5/16• DN. ULTRACONS 5/1r DIA. ULTRACONS ��� Ed. 4 PER CLIP (2 ON EACH WINO) 2 PER ANGLE Z m • IN. Q b Z � I I II II II �II II/I ^'Y2 11 11 2x2x u u ALUM ANGLE ppp � a O r-------------1 I r' II�'! � FLa7Mlc CLIP , I 1 I i SNUG FIT INSIDE MULL I I Gk o j- #14 SMSY I q 1 PER ANGLE I 1 I 4 I I I I i I �Zai� Z 0 w �Ld 1 I O in I I _ i i Nan 006000 i si ' gzu • • • •• ; i • j ^ • •••• • • 1 I Q NG1 •••••• L3to • •••• • • • • • • •••• • • •• • • • • • • • • t LOCATION OF SCREWS CONNECTING ANGLES TO TUBES •• •• •••••• O '•' ••• •t • • ••••• • • * • • • • 4 •••• • 000000 • ••t• •r•••• ANCHORS TYPE E /f f 6I�VE FOR 4", 5" AND 6" TUBE MUWONS ° A ' n « �e • •lrg�3 • • ••• • •• ` • • • • • • • • • • • • • 4 0 N . • • 83S il o. u •••• `,`1111111111/jY'' 5/16' DIA. ULTRACONS BY •ELCO' ULTRACONS MAY t# HEX OR FLAT HEAD SUBSTRATE Ed. � MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 3-1/8• 2• 1/4' DUL ULTRACONS CLIP (1 ON EACH WING) /A� FLOATING CLIP SNUG FIT INSIDE MULL /14 sms 1-3/4' O.C. MAN. 2 PER ANGLE • • • • • • ARERNATE • • ANCHOR LOOATKIN • • • ••••• • •• •• •• ••••• •••• •••••• • • • • • • • • 6%QRS TYPE 'E' • • • • • AT JAMBS ONLY • ••••• •• •••••• ..... .... . . 1/4' DIA ULTRACONS 4 PM CLIP (2 ON�EACH /WINNG) 2 X 2 X 1/8' ALUM AN 1/4' DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT MASONRY 2-1/2' 1-1/4' MASONRY - C-90 HOLLOW/FILLED BLOCK I'm - 20DO PSI MIN. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAIJ-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHRE METINCRYLATE LACQUER. 1/4' DW. ULTRACONS 2 PER ANGLE r 0 Z o w q tZ b 0 Iw of i 3 II n CLIP II II 0� ALUM2ANGLE8• FIT INSIDE %ISMS 0 W OF Ll IJ 1 -3/4' O.C. MIN. I 0 G Z g 2 PER ANGLE I I i�yqAyy Q-�s7�C Q W012 n z Z O J M Ld J m F 1 n N � < n n Z Z 3 J O _ Q vi W M PRODUCTREVISFD as ampiysi8 o'itil6e FMei6o TE OFF drawing no. NAL\�\ sheet 8 of 9 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. I ANCHORS QUAN WIDTH (W) MULL SPAN 2 3 19-1/8' 26-1/2' 30• 3r 42' 48• 54• 80' es, 72• 1 38-3/8' I-i3.4 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 140.1 150.0 124.5 150.0 112.1 150.0 101.9 150.0 140.1 19-1/8• 26-1/2' 30• 1. 42• 48• 54' 80• 66' 72' 50-5/8• 150.0 150.0 150.0 150.0 150.0 150.0 137.8 150.0 121.4 150.0 106.2 150.0 94.4 141.6 5.0 127.4 7.2 [10.8 115.E 1062 19-1/8• 26-1/2' 30• 1. 42• 48• 54' 60' • 66' • 7•29 • 58• • 150.0 150.0 150.0 150.0 14&3 150.0 120.2 150.0 105.2 150.0 92.7 139.0 8 . 123.6 •74.2 e 111.2 0A 101.1 61.8 a 02.7 19-1/8- AV172* •30• •47i• 42• ••�• •�• • 80' • 06%* • • • • • 63- • 1 "4 150.0 150.0 150.0 4136.5 150.0 11941 150.0 %7.5 55.3 146.3 4 128.0 7 .9 68.3 d 113.6 102.4 82.1 93.1 _ • T�-1/2 • ••• 37' • 42- 48• 74-1/4- 54 66 72' DESIGN LOAD CAPACITY - PSF WINDOW DDI3. ANCHORS QUAN NKITH (W) MULL SPAN 2 3 19-1/8' 26-1/2' 30' 1. 42' 48' 54' 60' 66' 72• 84• 150.0 150.0 115.9 150.0 102.4 150.0 83.0 124.5 73.1 109.7 64.0 96.0 56.9 $5.3 51.2 76.8 46.5 69.8 42.7 64.0 19-1/8• 26-1/2• 30' 37' 42' 48• 54' 80• 66• 72' 96• 140.5 150.0 101.4 150.0 $9.6 134.4 72.6 109.0 64.0 96.0 56.0 84.0 49.8 74.7 44.8 67.2 40.7 61.1 37.3 1 56.0 19-1/8' 26-1/2• 30' 37' 42• 48' 54• 60• • 66' • 72' 108• 124.9 150.0 90.2 135.2 79.6 119.5 64.6 96.9 56.9 85.3 49.8 74.7 44.2 66.4 39.8 59.7 36.2 54.3 33.2 49.8 39-1/8' �6-1/2• • 30' • 37' • 42• 48• • 54' 60' • 66• 72• 120' 112.4 150.0 81.1 121.7 71.7 107.5 58.1 87.2 51.2 76.8 4-4•8 67.2 39.8 59.7 35.8 53.8 32.8 48.9 -1/8• 28-1/2• 30• 37• 1. 48' 54• 60' 66• 72• 132• 102.2 150.0 73.8 110.7 65.2 97.7 52.8 79.3 46.5 69.8 40.7 61.1 36.2 54.3 32.6 48.9 29.6 27.2 µ.4 1 40.7 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS QUAN MDTH (W) MULL SPAN 2 3 19-1/8' 26-1/2• 30• 37' 42• 48' S4' 60' 86' iµ' 93.7 140.5 67.6 101.4 59.7 89.6 48.4 72.6 42.7 64.0 37.3 56.0 -1 49.8 29.9 27.2 µ.8 40.7 #14 SMS 2, 3 OR 4 ANCHORS SEE CHART FOR CAPACITY #10 FH SMS 2/C�KAMEL 1/8• THICK ALUM LENGTH TO UG INTOON TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY METAL STRUCTURE OR TUBE MULLION TUBE MULLION #14 FN SMS -AL SD E MUL THIS SCREW CAN BE 1 INSTALLED IN OMER I I #10 DIRECTION y� I i z PE Y I 10 1-3/4' X 2' X 1/8' (FO 3/4• X 2' X 1/8' FOF CUT TO FIT SNUG ANCHORS DETAIL #1 METAL TO METAL CONNECTION #14 SMS/TEKS SUBSTRATE Ed. - MIN. EDGE DST. MIN. CL TO CL SPACING METAL 1 5/8• 112' METAL - 1/8• MIN. THK. STEEL Fy - 36 KSI MIN. 1/8• MIN. THK. ALUMINUM (6063-T6 MIN.) PRODUCE REVISED 1, �ptyiM wiih the Florida JWidmg Code Ia4CI 5.C5 A'cgNaoce No rslanl pbeprodua i, ,Iu o 1 02 � 0 &' c 1: z as n 0 Z O 6 J � W W m � 00 Zt c rO J ji O LLI f" J/ •�� drawing no. sheet y of 9 DOORS RATED FOR LARGE AND SMALL MISSILE IMPACT. LAMINATED GLA55 AND IMPACT SHUTTERS ARE NOT REQUIRED. IN5ULATED-LAMINATED GLA55 LARGE AND SMALL M1551LE IMPACT. SERIES 5GD 2020 SLIDING GLA55 DOOR INSTRUCTIONS: APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. USE CHARTS AS FOLLOWS THI5 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 5TH EDITION FLORIDA BUILDING CODE (2014) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). THESE DOORS ARE APPROVED FOR AIR AND WATER INFILTRATION. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRE551NG OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. MATERIALS INCLUDING BUT NOT LIMITED TO 5TEEUMETAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 5TH EDITION FLORIDA BUILDING CODE (2014) SECTION AS APPLICABLE. METAL STRUCTURES NOT BY NR ARCHITECTURAL PRODUCTS, INC. TO BE DESIGNED TO SUPPORT THE LOADS IMPOSED BY THI5 GLAZING SYSTEM AND TO TRANSFER SUCH LOADS TO THE BUILDING MAIN 5TRUCTURE. ULTIMATE LOAD OBTAINED FROM A5CE 7-10, MULTIPLY BY 0.6 SHALL BE LE55 THAN OR EQUAL TO MAX. DESIGN LOAD IN THI5 DOCUMENT. THE DESIGN LOADS SHOWN IN THI5 DOCUMENT ARE ALLOWABLE DE51GN LOADS. STEP I DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG HEIGHT, WIND ZONE U51NG APPLICABLE A5CE 7 STANDARD. STEP 2 SEE ALLOWABLE CONFIGURATIONS ON SHEETS E4 THROUGH E9. SEE CHARTS ON SHEET G I FOR ALLOWABLE DESIGN LOAD BASED ON DESIRED GLA55 TYPE. SEE CHARTS ON SHEET K I FOR INTERLOCK DE51GN LOAD. STEP 3 FOR FREESTANDING JAMB USED AT 2 TRACK OR 3 TRACK, SEE CHARTS ON SHEET J I AND J2 FOR REINFORCING LEVEL AND CAPACITIES. STEP 4 FOR ANCHORED JAMB, SEE OPTIONS AND SPACING ON SHEETS J3 AND J4. STEP 5 U51NG CHARTS ON SHEET A I SELECT ANCHOR OPTION WITH DE51GN RATING MORE THAN DE51GN LOAD SPECIFIED IN STEP I ABOVE. STEP G THE LOWEST VALUE RESULTING FROM STEPS 2 THRU 5 SHALL APPLY TO ENTIRE SYSTEM. ?4m V o� Z NN Z Z F dG i , < W Z $ 0 o � ,Z1� Z a W V N • • 1 •••• • ••••• •••••• •••• ••••• • • • •4 • • • g 0 < LL • • • j Z co Z � 6 N o U4 FL #22267 W w k r�rtner.Fc *i A 16-29 Of Z �� •. t •O� COVER 01 OF 47 June 23rd, 2017 CLUSTER OF ANCHOR 4,6,8 OR 10 SEE SHEETS A6 4 A7 FOR ANCHOR TYPE5 4 5HEET5 A I THRU 48' PANEL WID' A4 FOR CAPACITIE5 (TYPJ 45' MAX. FAL5E MUNTIN L.O. OPTIONAL FOR ANCHORED JAMB, L 5EE 5HEET J3 383 15/ 16" MAX. FRAME WIDTH 48 1 5/ 10 50 9/ 16" PANEL WIDTH PANEL WIDTH 49" 50 1 /2' PANEL WIDTH PANEL WIDTH CHOR5 IN PAIRS UNION SPLICE - - r 47 15/16" —LL I I I i u , D, D, 7 II / g e e0 e11 e0 0-1 JJ 8 2 o� 2 n to _2 w rp D4 = I D4 II O D4 X D5 X D5 X D5 X OPP. 4 X OFF i_ D4 X OPP. DS X N O - p < D6 I pg D6 D7 D7 D6 OPP D6 ..>OPP. D7 D7 F =tI I I i i o o, 18" MAX. HEA /51LL ox CORNER ANCHOR5 AT FREE5TANDING JAMB U5E 2,3 OR 4 (HALF OF NUMBER OF ANCHOR 15" 18, REQUIRED AT MEETING c STILE) 3„ L 3" ` J CLU5TER OF ANCHOR 4,6 UNION SPLICE OR 8 5EE 5HEET A8 FOR TYPICAL EXTERIOR ELEVATIONS (OXXXXXXXP) ANCHOR5 TYPE 4 5HEET A5 FOR CAPACITIE5. (TESTED UNIT5 5HOWN) WEEP HOLE LAYOUT NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL PANEL HEIGHT =FRAME HEIGHT - 2.625' D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9. 1 25' D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" �m Z oNN e f OWN 4 TRACK CJ Z HEAD ANCHOR5to Z d 6 t e W Z N ANCHOR5 AT 2 U FREE5TANDING JAMB U5E 2,3,4 OR 5 (HALF Z s� OF NUMBERS OF W U83 9 —ANCHOR REQUIRED AT R MEETING 5TILE5) (� n • POCKET • .•••• •I•.• 0 00*00 •• •• •�.- • a, ••••• ♦♦f�fR1PART e@A ''*0T PA 1OFt0 H15 • �yr• pp&4. TO BE•REVIEO(ED � • Ole • • 7 O rz I I •' Z �i g 4 24 w I June 23rd, 2017 AD16-29 El 02 OF 47 5" 18" 3" 3" 3' m 3 TRACK Z HEAD ANCHOR5 i �g i 359' MAX. C Z F dd • 4,68 W Z TYPE D A4 F B i (HALF B m NCHOR W N o STING } 0 kb� m ' I • iii i•••••• • •••• • • • 8 •. v • ••k• •••••• i�•� $ REV(;*L•D • z > a s • • o o n •• • Z w OF N WW AdF J FREE 1�1 USE 2.3 OR 4 (HALF OF HEAD/51LL HEAD/SILL NUMBER OF ANCHOR CORNERS CLUSTER OF ANCHOR 4,6 TYPICAL EXTERIOR ELEVATION5 ()XXXXXP) REQUIRED AT MEETING OR 6 SEE SHEET A8 FOR STILE) ANCHORS TYPE # SHEET A5 (TE5TED UNITS SHOWN) rr 5" 18' MAX. FOR CAPACITIES. 3° 3' 3° � "uW 6' I e• WEEP HOLE LAYOUT"ZA 56� MAX. NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL 2 # AD16-29 PANEL HEIGHT = FRAME HEIGHT - 2.625" D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9. 1 25" of O E2 D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" ,,,����iFs3 03 OF 47 June 23rd, 2017 LUSTER OF ANCHOR 6 S OR A FRAME WIDTH OR 10 SEE SHEETS E A7 FOR ANCHOR 61 3/4' 61 I I/16' 60" 4 SHEETS A I THRU PANEL WIDTH PANEL WIDTH PANEL WIDTH ANCHORS AT CAPACITIES (TYPJ FREESTANDING JAM 56' MAX. 60" 61 I I/I 6' 60° USE 2,3,4 OR 5 FALSE MUNTIN D.L.O. PANEL WIDTH PANEL WIDTH PANEL WIDTH OF NUMBER OF OPTIONAL ANCHORS IN PAIRS AT UNION SPLICE REQUIRED AT ME R ANCHORED JAMB, HEAD/JAMB STILE) SEE SHEET J3 I— I 3A 3 D2 D2 • • • • • 19 ZO fl 21 22 21 20 30 • • i � • • DB D8 D9 DB OP D8 r 0 0 C1 .4 L7 r 5' 16' 3' ' 3' ? m b a CLUSTER OF ANCHOR 4,6,8-T 2 TRACK OR 10 SEE 5HEET5 AG 4 A7 N — - -- - _ FOR ANCHOR TYPE5 4 �_ s= HEAD 4 51LL ANCHORS 5HEET5 A I TH RU A4 FOR W o n CAPACITIES Mr.) 242 7/8" FRAME WIDTH W p gi Z U > 0 w N ZZ_ g AN w ] N� o FREE5TAN 0 USE 2,3,4 OFNUMBER O •••••• n REQUIRED A • • • • • • • • • • • •III I if F/-rl =,A 11 if tf� LI 11 If I ••••• • •••••• •••• •••• ••••• 8 • .••... g > • • • • • •� v • • •• • z •O < �� v • • • o •• • Z�� a ��m W c� 12 AM IS FREESTANDING JAMB HEAD/51LL HEAD/51LL USE 2,3 OR 4 (HALF OF CORNERS SEE SHEET A I CLUSTER OF ANCHOR 4,6 NUMBER OF ANCHOR OR 8 5EE 5HEET A8 FOR REQUIRED AT MEETING TYPICAL EXTERIOR ELEVATIONS (XXXXP) ANCHORS TYPE 4 SHEET A5s STILE) (TESTED UNITS 5HOWN) FOR CAPACITIES. �� � �c.AN. 1bC?9 �•� �i 49 AD16-29 NOMINAL PANEL WIDTH =FRAME WIDTH / NO. OF PANEL 6• Ig• WEEP HOLE LAYOUT PANEL HEIGHT = FRAME HEIGHT - 2.625" MAX. D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9. 1 25" �i� • • t •O� E3 D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" „ 04 OF 47 OR • 6 13/4" 6 13/4" CHORS AT DING JAMB PANEL WIDTH PANEL WIDTH 5 (HALF 59° 61 I 111G. 56" MAX. TMEETINNG PANEL DTH PANEL WIDTH D.L.O. • STILE) UNION SPLICE • dAll• II I •• 32 35 36 35 34 = _ iD D13 D14 D14 D14 P D13 � • POCKET w � w O 36 41 42 � Z � o D75 O D76 v Di6 v Ot6 OP � D15 � • w m POCKET NOT PART OF THIS � APPROVAL. TO BE REVIEWED BY AHJ. D3 D3 ANCHORS AT 5" MAX. 18° MAX. UNION SPLICE 3" June 23rd, 2017 APPROVED CONFIGURATION POCKETED DOOR5 (NON -REINFORCED SHOWN) SEE SHEET K I FOR Dp AND REINFORCING OPTIONS DOORFRAME FXXX =O (SHOWN) DOOR FRAME WIDTH � u r r • n • r r a uw m a a m a m a w a orr a rF� .ice Fes#._ 4 --f_. 00 0 PXXXXXXXX (SHOWN) XXXX)O0c<P OXXXXXXXP FOUR (4) TRACK5 POCKET5 ARE NOT PART OF THIS APPROVAL AND ARE TO BE REVIEWED BY AHJ. LAMINATED GLA55 OPTION5 5HOWN. NON -REINFORCED DETAII-5 5HOWN. SEE DETAILS FOR INSULATED LAMINATED OPTION. FOR REINFORCED DETAIL5, 5EE SHEET D4 TO D7 FOR (4 TRACKS), D5 TO D 12 FOR (3 TRACKS), D 13 TO D I G FOR (2 TRACKS). D5 O PAIL n DETAIL -9 DETAIL 5 DETAIL os DETAIL • • DETAJL D O PAIL Dq OPFAI • b DETAIL Dq D�� • • • • • • • •••••• • •••••• • • • D5 DDETAIL & DETAIL 4 D TAI D5 DETAIL os DETAIL DS DETAIL 9'�DET DETAIL 5 O PAIL o4 DETAI NOTE5: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPO5E5 ONLY. 2. SEE CHART ON SHEET G I FOR GLA55 CAPACITIES AND GLA55 OPTIONS. 3. FOR APPLICABLE DE51GN PRESSURES 5GD REINFORCING LEVEL 1, 2 OR 3, SEE SHEET K 1. 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/5ILL SEE SHEET A I TO A8. 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. G. DOOR SHALL MEET EGRE55 REOUIREMENT5 AS APPLICABLE PER FBC. Na " June 23rd, 2017 ••••• ••••• AD16— 29 E4 OS OF 47 APPROVED CONFIGURATION POCKETED DOOR5 (NON -REINFORCED 5HOWN) 5EE SHEET KI FOR Op AND REINFORCING OFTION5 = I a e e w Ek = I 8 L— P)OM (5HOWN) )O=P F m m m m m m m M m !r' X x i( x of i L PXX) XWO(P (SHOWN) FOUR (4) TRACKS POCKET5 ARE NOT PART OF TH15 APPROVAL AND ARE TO BE REVIEWED BY AHJ. LAMINATED GLA55 OPTION5 SHOWN. NON -REINFORCED DETAILS SHOWN. SEE DETAILS FOR IN5ULATED LAMINATED OPTION. IFORREINFORCEDDETAIL5, 5EE 5HEET D4 U a TO D7 FOR (4 TRACKS), D5 TO D 12 FOR (3 = • �� TRACK5), D 13 TO D I G FOR (2 TRACKS). z $ $ AS O PAIL 4 DETAIL 9 DETAIL c0 DETAIL 7A 5 MAIL ZF aa� • W7 W Z $ Z u 0 aim :I e W N� o • • V rn n •• of ... . O • • o • •m a _ > • •t/j or � LL • • • O n z • fail Z N o ro W OS o_ 4 DETAIL o9a DETAIL D5 DETAIL �5 DETAIL p5 OPP. IL Da OPP�L o4 OPP IL 12DETAIL NOTES: 1. CONFIGURATION5 5HOWN FOR ILLU5TRATION PURPO5E5 ONLY. 2. 5EE CHART ON 5HEET G I FOR GLA55 CAPACITIE5 AND GLA55 OPTION5. 3. FOR APPLICABLE DE51GN PRE55URE5 5GD REINFORCING LEVEL 1, 2 OR 3, 5EE 5HEET K1 . 4. FOR ANCHOR DETAIL5 AND CAPACITIE5 AT HEAD 1LL 5EE 5HEET A I TO A8. 5. FREE STANDING JAMB SEE OPTION5 AND CAPACITIES ON 5HEET J I TO J4, G. DOOR SHALL MEET EGRE55 REQUIREMENT5 A5 APPLICABLE PER FBC. , Ielle OW Np 9 nMw.cw. # AD16-29 OF E5 Boo A���,, G OF 47 June 23rd, 2017 APPROVED CONFIGURATION POCKETED DOOR5 (NON -REINFORCED 5HOWN) 5EE 5HEET K I FOR DP AND REINFORCING OPTION5 I a a a •1 r r r I u_ 81� L PXXX (SHOWN) XXXF r DOOR FRAME WIDTH I L I � a •1 L ( IO � d 8 � r� I I I J FXXXXXXP (SHOWN) = I a a n x n a w o—`.- ofx 8 OF L_ PK)(p(XX (5HOWN) )00000(P OF WA. s w E = ore ore, ore. arr. .x- f o 8 L_ PX10=0 (5HOWN) OXXXXXP THREE (3) TRACK5 POCKET5 ARE NOT PART OF THI5 APPROVAL AND ARE TO BE REVIEWED BY AHJ. EXTERIOR 30 DETAIL R- DETAII 21 DETAIL 21 DETAIL I? QPP. D9 DB D9 30DCTAIL 26 DETAIL DETAIL DETAIL NON -REINFORCED DETAIL5 5HOWN. e;s FOR REINFORCED DETAILS, 5EE 5HEET D4 Z TO D7 FOR (4 TRACK5), D5 TO D 12 FOR (3 e TRACKS). D 13 TO D I G FOR (2 TRACK5). coc z go. LAMINATED GLA55 OPTION5 5HOWN. Z�< aa: • 5EE DETAIL5 FOR IN5ULATED LAMINATED OPTION. W q Z 2U N W • •f• f •ff • •• •• De OPP.IL DB OPPAIL (2)DETAIL• • • • • DUAIL DETAIL DETAIL D9 DETAIL Og OET D8 DET L % MAIL 3D O PAIL DETA1l DETAIL _ - A DETAIL OPP.IL DO O PAIL 5 MAIL NOTE5: I . CONFIGURATION5 5HOWN FOR ILLU5TRATION PURP05E5 ONLY. 2. 5EE CHART ON 5HEET G I FOR GLA55 CAPACITIES AND GLA55 OPTION5. 3. FOR APPLICABLE OF51GN PRE55URE5 56D REINFORCING LEVEL 1. 2 OR 3, SEE 5HEET K 1. 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEADl51LL 5EE 5HEET A I TO A8. 5. FREE STANDING JAM13 5EE OPTION5 AND CAPACITIE5 ON 5HEET J I TO J4. G. DOOR 5HALL MELT EGRE55 REQUIREMENT5 A5 APPLICABLE PER FBC. • No * t • • 7I • • O •• r c� S•IiR� •• • Z 0 a u� •• • y Z_ i> N r O LU W June 23rd, 2017 AD16-29 E6 07 OF 47 APPROVED CONFIGURATION POCKETED DOORS (NON -REINFORCED 5HOWN) 5EE 5HEET K I FOR Dp AND REINFORCING OFTION5 DOOR FRAME WIDTH a a a >y op E OXX (5HOWN) XXO DOOR FRAME WIDTH i it a oPr. )000= (SHOWN) O)o=O MOM (5HOWN) DOOR FRAME WIDTH J, V V x V V I V r im V V XXXXXO (5HOWN) OXXXXO THREE (3) TRACKS POCKETS ARE NOT PART OF TH15 APPROVAL AND ARE TO BE REVIEWED BY AHJ. EXTERIOR D9 51M AIL De DETAIL 2i DETAIL D9 DETAIL I9 DETAIL 20 AIL 2I DETAI 22 DIfTAIL D8 DB DB D9 NON -REINFORCED DETAIL5 5HOWN. tm FOR REINFORCED DETAIL5, SEE SHEET D4 Z TO D7 FOR (4 TRACK5), D5 TO D 12 FOR (3 H ae TRACK5), D 13 TO D I G FOR (2 TRACK5). (� i �a ? " A;c LAMINATED GLA55 OPTIONS 5HOWN. J lz SEE DETAII5 FOR LAM INATED MINATED OPTION. W � n W p $ Z D Ski o „ x z z gm W P o 0 VJ V 03 •••• n • • • •••• • • •• • •• • ••• • ••• • ••• • •••• ••••• 0090 • 21 DETAIL 20 D AIL 15 D i••• • DB OPP. DB OPP. DB OFF. O •• • • • • • • ��`+ fco /J ••+�•! 0606*6 • • c7 sUj � �"' z•O'<LLI< • •• • o _ y� W W D9 D PAJL %�DETAJL OFF,. DB OPP�L EMAIL DETAIL DETAIL DETAIL LW II II 11 EXTERIOR 21 23 DETAIL 2I DETAIL 20 DETAIL 22 DETAIL 20 DETAIL 21 DETAIL 23 DETAIL D9 DB DB �- �- �- �- OPP. OPP. OPP. os SIM. DB w'A 5 W NOTES: N• 1. CONFIGURATION5 SHOWN FOR ILLU5TRATION PURP05E5 ONLY. } ; # AD16-29 2. SEE CHART ON 5HEET G I FOR GLA55 CAPACITIE5 AND GLA55 OPTION5. s QP • 'L '� 3. FOR APPLICABLE DE51GN PRE55URF5 5GD REINFORCING LEVEL 1. 2 OR 3, 5EE 5HEET K I . 4. FOR ANCHOR TO ITO �'0 E7 J p P,.��l�`O $ ( 5. FREE STAND NG JTAMB 5EEPT ON51AND CAPACME5 ON 5HEET J44 . G. DOOR 5HALL MEET EGRE55 REQUIREMENT5 A5 APPLICABLE PER FBC. June 23rd. 2017 APPROVED CONFIGURATION POCKETED DOOR5 (NON -REINFORCED SHOWN) SEE 5HEET K I FOR Dp AND REINFORCING OPTIONS T DOOR FRAME WIDTH 1 L l9 QL K S a W on. a 014 of X a •/ �O XO (SHOWN) Ox XX a on OPP. �O 91M. � O OXO (SHOWN) OXO (REVERSE) DOOR FRAME WIDTH m v v v v i OXxO (SHOWN) X)= (SIMILAR) TWO (2) TRACKS POCKETS ARE NOT PART OF TH15 APPROVAL AND ARE TO BE REVIEWED BY AHJ. DOOR FRAME WIDTH PANEL WIDTH EXTERIOR 33 DOETAIL 3 4 DETAIL 37 DETAIL qu DOOR FRAME WIDTH PANEL WIDTH I I -;� I , I , 7 4m�� EXTERIOR 3 3 O PAII 35 DETAIL 33 51MAI DOOR FRAME WIDTH PANEL WIDTH rn t t"7 EXTERIOR 32 DETAIL 36 pOPP L 35 SIM 317 DETAIL LAMINATED GLA55 OPTION5 5HOWN. NON -REINFORCED DETA(L5 SHOWN. SEE DETAILS FOR IN5ULATED LAMINATED OPTION.I FOR REINFORCED DETAILS, SEE SHEET D4 TO D7 FOR (4 TRACKS), D8 TO D 12 FOR (3 TRACKS), D 13 TO D I G FOR (2 TRACKS). DOOR FRAME WIDTH PANEL `MOTH EXTERIOR 37 DDETAIL 35 Er L NOTES: 36 sI TAIL 35 DETAIL 37 DETAIL 1. CONFIGURATIONS SHOWN FOR ILLU5TRATION PURP05E5 ONLY. 2. SEE CHART ON SHEET G 1 FOR GLA55 CAPACITIES AND GLA55 OPTIONS. 3. FOR APPLICABLE DESIGN PRESSURES 5GD REINFORCING LEVEL 1, 2 OR 3, SEE SHEET KI I. 4. FOR ANCHOR DETAILS AND CAPACITIES AT HM61LL SEE SHEET A I TO A8. 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. G. DOOR SHALL MEET EGRESS REOUIREMENT5 AS APPLICABLE PER FBC. No 4' S irr • , � FG FY�'t L rrrr�i:�S310NP����i June 23rd, 2017 AD16-29 E8 09 OF 47 APPROVED CONFIGURATION POCKETED DOOR5 (NON -REINFORCED 5HOWN) 5EE SHEET KI FOR Dp AND REINFORCING OPTION5 DOOR FRAME WIDTH FRAME WIDTH F— m o0 SI EXTERIOR L 34 DETAIL 33 DETAIL XP (5HOWN) I OPP, t PX (REVER5E) OM •I ON •t • rL1 FXXXXP PX((SHOWN) XXP(REVER5E) LAMINATED GLA55 OPTIONS 5HOWN. NON -REINFORCED DETAIL5 5HOWN. SEE DETAIL5 FOR IN5ULATED LAMINATED OPTION. FOR REINFORCED DETAIL5, 5EE SHEET D4 TO D7 FOR (4 TRACKS), D5 TO D 12 FOR (3 TRACKS), D 13 TO D I G FOR (2 TRACKS). FRAME WIDTH 34 ODD L 35 DETAIL 33 DETAIL kiD) 33 t& 36 ODP AIL 313 DETAIL DOOR FRAME WIDTH O ( I 34 DETAIL 35 DETAIL 36 DETAIL 35 DETAIL 34 DETAIL I OPP. i I OPP. I OPP. I v v m v - L I,QI MM (5HOWN) X)=F (REVER5E) TWO (2) TRACK5 POCKET5 ARE NOT PART OF TH15 APPROVAL AND ARE TO BE REVIEWED BY AHJ. 314 g5�Al L 35 DETAIL NOTES: 36 PAIL 35 L 33 DETAIL 1. CONFIGURATIONS SHOWN FOR I1-1U5TRATION PURP05E5 ONLY. 2. 5EE CHART ON 5HEET G I FOR GLA55 CAPACITIE5 AND GLA55 OPTIONS. 3. FOR APPLICABLE DESIGN PRE55URE5 5GD REINFORCING LEVEL 1, 2 OR 3, 5EE 5HEET K 1. 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD5ILL 5EE 5HEET A I TO A8. 5. FREE STANDING JAMB 5EE OPTION5 AND CAPACITIES ON SHEET J I TO J4. G. DOOR 5HALL MEET EGRESS REQUIREMENTS A5 APPLICABLE PER FBC. 'I • �S 1�111 1 No 5�9 a.r,nw.� # AD16-29 E9 10 OF 47 June 23rd, 2017 DE51GN LOAD CAPACITY - P5F (GLASS) 5GD PANEL 51ZE5 9/1 G' LAMINATED GLA55 I - 1/8" IN5UL. LAMI. GLA55 AVE. PANEL WIDTH DOOR HEIGHT GI G2 G3 G4 (IN) (IN) +/- P5F +/- P51` +/- P5F +/- P5F 36 102 150.0 150.0 150.0 150.0 42 102 150.0 150.0 150.0 147.0 48 102 150.0 150.0 150.0 131.0 54 102 150.0 139.0 150.0 120.0 60 102 102.0 102.0 102.0 102.0 66 102 102.0 102.0 102.0 102.0 72 102 102.0 102.0 102.0 101.0 36 108 150.0 150.0 150.0 150.0 42 108 150.0 150.0 150.0 136.6 48 108 150.0 147.0 150.0 122.0 54 108 102.0 102.0 102.0 162.0 60 108 102.0 102.0 102.0 102.0 66 106 102.0 102.0 102.0 101.0 72 108 102.0 102.0 102.0 95.2 36 114 150.0 1 150.0 150.0 150.0 DESIGN LOAD CAPACITY - P51= (GLA55) 5GD PANEL 51ZE5 911 G" LAMINATED GLA55 I -1/8' IN5UL. LAMI. GLA55 E. PANEL DOOR HEIGHT GI G2 G3 G4 WIDTH (IN) (IN) +/- PSF +/- P5F +/- P5F +/- P5F 36 126 150.0 - 150.0 - 42 12G 150.0 - 150.0 - 48 12G 102.0 - 102.0 54 1 26 102.0 102.0 60 126 102.0 102.0 66 126 102.0 102.0 36 132 150.0 150.0 42 132 150.0 150.0 48 132 102.0 - 102.0 - 54 132 102.0 102.0 - 60 132 102.0 102.0 66 132 102.0 102.0 36 138 150.0 150.0 42 138 150.0 - 150.0 - 48 138 102.0 - 102.0 42 114 150.0 150.0 150.0 132.0 54 138 102.0 102.0 48 114 150.0 139.0 150.0 115.0 60 138 102.0 102.0 54 114 102.0 102.0 102.0 102.0 36 144 1 150.0 150.0 60 114 102.0 102.0 1 102.0 98.8 42 144 102.0 - 102.0 66 114 102.0 102.0 102.0 1 93.5 48 144 102.0 1 102.0 72 114 102.0 99.4 102.0 89.5 54 102.0 102.0 36 120 150 O 150 O I 500 00 NC 0.090' SENTKYGIAS INTERIAYER BY . T.URARAY AMERICA. INC.' 1/4' HEAT 5TREN'D GLA55 3/B• MR SPACE 3/ 16' HEAT 5TREN Gu55 3/8• AIR SPACE WHEAT 5TREN9 GLA55 3/16' TEMP. GLA55��AY AR WIC • TE+AP. G1A55, Q IM' HEAT 5TREN9 GLA55 L 62 6 64 62 64 39 39 (� 4 25 S � 3 m a N � 8 Y X 1/4' HEAT 51REW GLA55 1 /4• MEAT STREW) GUIY 0.09C PVB INTERIAYER BY %LIRARAY 0.090. 5ENTRTGIA5 INTERLAYER BY AMERICA, INC 'KLPARA, AMERICA INC.' iM' HEAT 5TRII GLA55 3/8' MR SPADE 3/16' HEAT STREND G1A55 3AB' MR SPACE 3/16' TEMP. GLA55 0.090' SENIRYG:AS INIERLAYER 3/16' TEMP. GLA55 I/4 HEAT �TRENO BY%URARAY AMERICA INC. I/4• NEAT 5TREN-D GLA55 � / 45 / 45 64 48 W 25 I 5 28 UT �- m u7 n u7 ,p3'n u7 Q \ / ID GLA55 TYPE'G I' GLA55 TYPE'G2' GLA55 TYPE 'G3' 9/I G' NOMINAL OVERALL 9/16' NOMINAL OVERALL I- NOMINAL OVERALL V I G' HEAT 5TREND GLA55 0.090• PVB INTFRIAYER BY 'KURARAY -ERICA. INC.- - M' HEAT 5TREN'D GLA55 l tm Z Na III N .9. Z Z W Z RL Z U Zw� 7 Z 5 0 U E • • • O • •• • ••• • 00 • 4 • • m U • n C7 o O•< •••• • • ?• • • ••••••13 • • • • • L'A •• •• •• • jN•••C • • • • • • • w • �I • • • W • NOTE: 3/ I G'HEAT 5TREN'0 GLA55 GLA55 COMPLIE5 WITH A5TM E 1300-09 0.090' PVB 1NTERIAYER BY (3 5EC. GU5T5). -�'KORARAY AMERKA, INC: ..... 1/4' HEAi 51REN'D GIA95 GLA55 TYPE 'G4' I- NOMINAL OVERALL June 23rd, 2017 I/4 HEAT �TRENO BY%URARAY AMERICA INC. I/4• NEAT 5TREN-D GLA55 � / 45 / 45 64 48 W 25 I 5 28 UT �- m u7 n u7 ,p3'n u7 Q \ / ID GLA55 TYPE'G I' GLA55 TYPE'G2' GLA55 TYPE 'G3' 9/I G' NOMINAL OVERALL 9/16' NOMINAL OVERALL I- NOMINAL OVERALL V I G' HEAT 5TREND GLA55 0.090• PVB INTFRIAYER BY 'KURARAY -ERICA. INC.- - M' HEAT 5TREN'D GLA55 l tm Z Na III N .9. Z Z W Z RL Z U Zw� 7 Z 5 0 U E • • • O • •• • ••• • 00 • 4 • • m U • n C7 o O•< •••• • • ?• • • ••••••13 • • • • • L'A •• •• •• • jN•••C • • • • • • • w • �I • • • W • NOTE: 3/ I G'HEAT 5TREN'0 GLA55 GLA55 COMPLIE5 WITH A5TM E 1300-09 0.090' PVB 1NTERIAYER BY (3 5EC. GU5T5). -�'KORARAY AMERKA, INC: ..... 1/4' HEAi 51REN'D GIA95 GLA55 TYPE 'G4' I- NOMINAL OVERALL June 23rd, 2017 V I G' HEAT 5TREND GLA55 0.090• PVB INTFRIAYER BY 'KURARAY -ERICA. INC.- - M' HEAT 5TREN'D GLA55 l tm Z Na III N .9. Z Z W Z RL Z U Zw� 7 Z 5 0 U E • • • O • •• • ••• • 00 • 4 • • m U • n C7 o O•< •••• • • ?• • • ••••••13 • • • • • L'A •• •• •• • jN•••C • • • • • • • w • �I • • • W • NOTE: 3/ I G'HEAT 5TREN'0 GLA55 GLA55 COMPLIE5 WITH A5TM E 1300-09 0.090' PVB 1NTERIAYER BY (3 5EC. GU5T5). -�'KORARAY AMERKA, INC: ..... 1/4' HEAi 51REN'D GIA95 GLA55 TYPE 'G4' I- NOMINAL OVERALL June 23rd, 2017 NOTE: 3/ I G'HEAT 5TREN'0 GLA55 GLA55 COMPLIE5 WITH A5TM E 1300-09 0.090' PVB 1NTERIAYER BY (3 5EC. GU5T5). -�'KORARAY AMERKA, INC: ..... 1/4' HEAi 51REN'D GIA95 GLA55 TYPE 'G4' I- NOMINAL OVERALL June 23rd, 2017 GLA55 TYPE 'G4' I- NOMINAL OVERALL June 23rd, 2017 DE51GN LOAD CAPACITY - PSF 5GD PANEL 512E5 LEVEL I (5TD INTERLOCK W/ REINF.) LEVEL 2 (BELLY INTERLOCK W/O REINF.) LEVEL 3 (BELLY INTERLOCK W/ REINF. AVE. PANEL WIDTH DOOR DOOR HEIGHT P5F PSF P5F PSF P5F (IN) (IN) + - I + - I + - 36 102 65.0 65.0 65.0 78.0 90.0 150.0 42 102 65.0 65.0 65.0 75.0 90.0 150.0 48 102 65.0 65.0 65.0 75.0 90.0 150.0 54 102 65.0 65.0 65.0 76.0 90.0 150.0 60 102 65.0 65.0 65.0 78.0 90.0 102.0 66 102 65.0 65.0 65.0 78.0 90.0 102.0 72 102 - - 65.0 78.0 90.0 102.0 36 108 65.0 65.0 65.0 75.0 90.0 150.0 42 108 65.0 65.0 65.0 78.0 90.0 150.0 48 108 65.0 65.0 65.0 78.0 90.0 150.0 54 108 65.0 65.0 65.0 75-0 90.0 102.0 60 105 65.0 65.0 65.0 78.0 90.0 102.0 66 108 65.0 65.0 65.0 78.0 90.0 102.0 72 108 - - 65.0 78.0 90.0 102.0 36 114 65.0 65.0 65.0 78.0 90.O 150,0 42 114 65.0 65.0 65.0 78-0 90.0 150.0 48 114 65.0 65.0 65.0 78.0 90.0 150.0 54 114 65.0 65.0 65.0 75.0 90.0 102.0 60 114 65.0 65.0 65.0 78.0 90.0 102.0 66 114 - - 65.0 78.0 90.0 102.0 72 114 - - 65.0 78.0 90.0 102.0 36 120 65.0 65.0 65.0 78.0 90.0 1 150.0 42 120 65.0 65.O 65.0 76.0 90.0 150.0 46 120 65.0 65.0 65.0 78.0 90.0 150.0 54 120 65.0 65.0 65.0 78.0 90.0 102.0 60 120 65.0 65.0 65.0 75.0 90.0 102.0 66 120 - 65.0 75.0 90.0 102.0 72 120 - - 65.0 78.0 90.0 102.0 36 12G - - 65.0 75.0 65.0 102.0 42 12G - - 65.0 76.0 85.0 102.0 48 12G - - 65.0 75.0 55.0 102.0 54 12G - - 65.0 75.0 85.0 102.0 60 12G - - 65.0 78.0 85.0 102.0 66 12G 65.0 78.0 85.0 102.0 36 132 - - 65.0 78.0 85.0 102.0 42 132 - - 65.0 75.0 85.0 102.0 46 132 - - 65.0 78.0 85.0 102.0 54 132 - - 65.0 78.0 1 55.0 102.0 60 132 - - 65.0 75.0 85.0 102.0 66 132 65.0 78.0 85.0 102.0 36 135 - - 65.0 78.0 85.0 j 102.0 42 135 - - 65.0 78.0 65.0 102.0 48 135 - - 65.0 78.0 85.0 102.0 54 135 - - 65.0 78.0 85.0 102.0 60 138 - - 65.0 1 75.0 85.0 102.0 DE51GN LOAD CAPACITY - P51F g 5GD PANEL 51ZE5 LEVEL I LEVEL 2 LEVEL 3 ? aN a (STD INTERLOCK W/ REtNF.) (BELLY INTERLOCK W/O REINF. (BELLY INTERLOCK W/ REINF.) AVE. PANEL (� Z o4iw WIDTH DOOR HEIGHT P5F P5F PF ak 5F P5F P5F Z PSF ggga (IN) (IN) + - + - + 3 36 144 65.0 78.0 85.0 102.0 W z $ 42 144 - - 65.0 78.0 65.0 102.0 Z U m �'I 48 144 - - 65.0 75.0 65.0 102.0 (� Z �m 54 144 - - 65.0 78.0 85.0 102.0 W 60 144 - - 65.0 78.0 85.0 102.0 0 t LEVEL 1 LEVEL 2 LEVEL 3 0 °' 5TD. INTERLOCK5 W/ REINF. BELLY INTERLOCK5 W/O REINF BELLY INTERLOCK5 W/ REINF. m 21 22 22 22 U 18 18 18 U) 21 U1 21 22 • LU 22 • • • 5 21 1s 0 •. 20 •••• 20 z �3�y •••• • y •=•p rz 31 31 •••••• •j • • •�•i 32 • W • �••• Uj g 18 .... 18 . W • • 18 • • • • LU 1 • • Q 31 •••••• Z i • • 18 • • • g LDr:-41 U r--� 19 U) Z 20 20 a AVE. PANEL WIDTH = FRAME OF WIDTH N. No S� AD16-29 Of 2 ��,,�0 • �,O P Kl 12 OF 47 June 23rd, 2017 �m 51LL KA15ER OPTIONS (5HOWN ON 2 TRACK DOOR5) V o� POSITIVE LOAD LIMITED A5 FOLLOW DUE TO WATER INFILTRATION 2� V Z N Z ? as w, < W r � W p Z o o � z g� 38 W *8 B 8 m 1D U 'EE � _ v N •••• • • v v • s • y • of 0060 o • •f•a0 Pd MAX. =+65 P5F Pd MAX. =+55 P5F Pd MAX. =+90 P5F : • •� • • •�• • N • U, •• •• •• • W••1 • • • • s000• •r • •• • • • • •• • { �a .uw � No 5 ouw w w + AD16-29 '4t �F •` K2 Big 13 OF 47 June 23rd, 2017 15 15 JAMB W/ LOCK 5TILE JAMB W/ FIX STILE UNREINF. UNREINF. ___ •••• 3/1 G"X4" ALUM • • • 3/ 1 G'14'•ALUM. OR STEEL BAR • OR SiL+EL BAR • • . • • •• •••• • • •••• •• • •: •• •• •• • • • •••• • • • • • • AVE. PANEL WIDTH = FRAME WIDTH 15 5 • # OF PANELS JAMB W/ LOCK STILE JAMB W/ FIX STILE REINF. REINF. NOTE: 5TILE SHOWN FORa LAMINATED GLA55 OPTION ONLY. �•"�� CHART COVERS BOTH INSULATED LAMINATED AND LAMINATED GLA55 . s�'•.,41i oPTION5. N Mo 0m9 i '4 S Of •��O�47 FSS A�,,��� �m o� Za y poo Z WN Z a W Z $ 20 % �Zem� W N L3 V 8 m U q m U d � • • • • • t § . • • rn V • n g •;•� • C7•uj��� �•< Q•O HLL p 0) 0 33• i N U) _ 0 iN••sj • •••.• ,•••• d, ",,.�- AD16-29 2 TRACK FREE STANDING JAMB CAPACITY -PSF SGD PANEL SIZES JAMB W/O REINF. JAMB W/ ALUM REINF. JAMB W/ STEEL REINF. AVE.PANEL WIDTH DOOR HEIGHT PSF PSF PSF PSF PSF PSF (IN) (IN) + - + - + - 36 84 85.0 102.0 85.0 102.0 85.0 102.0 42 85.0 100.0 85.0 102.0 85.0 ! 02.0 48 85.0 90.0 85.0 102.0 85.0 102.0 54 83.0 83.0 85.0 102.0 85.0 102.0 60 77.0 77.0 85.0 102.0 85.0 102.0 66 73.0 73.0 85.0 97.0 85.0 102.0 72 71.0 71.0 85.0 93.0 85.0 102.0 36 90 85.0 98.0 85.0 102.0 85.0 102.0 42 85.0 86.0 85.0 102.0 85.0 102.0 48 77.0 77.0 85.0 102.0 85.0 102.0 54 71.0 71.0 85.0 93.0 85.0 102.0 60 66.0 66.0 85.0 86.0 85.0 102.0 66 62.0 62.0 82.0 82.0 85.0 102.0 72 59.0 59.0 78.0 78.0 85.0 102.0 36 96 85.0 86.0 85.0 102 0 85.0 102.0 42 75.0 75.0 85.0 99.0 85.0 102.0 48 67.0 67.0 85.0 88.0 85.0 102.0 54 6 I .O 6 t .O 80.0 80.0 85.0 102.0 60 56.0 56.0 74.0 74.0 85.0 102.0 66 53.0 53.0 70.0 70.0 85.0 101.0 72 50.0 50.0 66.0 66.0 85.0 96.0 36 102 76.0 76.0 85.0 100.0 85.0 102.0 42 66.0 66.0 85.0 87.0 85.0 102.0 48 59.0 59.0 77.0 77.0 85.0 102.0 54 53.0 53.0 70.0 70.0 85.0 102.0 60 49.0 49.0 65.0 65.0 85.0 94.0 66 46.0 46.0 61.0 61.0 85.0 88.0 72 43.0 43.0 57.0 57.0 83.0 83.0 36 108 67.0 67.0 85.0 89.0 85.0 102.0 42 58.0 58.0 77.0 77.0 85.0 102.0 48 52.0 52.0 68.0 68.0 85.0 99.0 54 47.0 47.0 62.0 62.0 85.0 90.0 60 43.0 43.0 57.0 57.0 83.0 83.0 66 40.0 40.0 53.0 53.0 77.0 77.0 72 38.0 38.0 50.0 50.0 73.0 73.0 36 I f 4 60.0 60.0 79.0 79.0 85.0 102.0 42 52.0 52.0 69.0 69.0 85.0 100.0 48 46.0 46.0 61.0 61.0 85.0 88.0 54 42.0 42.0 55.0 55.0 80.0 80.0 60 38.0 38.0 51.0 51.0 73.0 73.0 66 36.0 36.0 47.0 47.0 68.0 68.0 72 33.0 33.0 44.0 44.0 64.0 64.0 2 TRACK FREE STANDING JAMB CAPACITY -PSF SGD PANEL SIZES FIXED STILE W/O REINF. FIXED STILE W/ ALUM REINF. fU(ED STILE W/ STEEL REINF. AVE. PANEL WIDTH DOOR HEIGHT PSF + PSF - PSF + PSF - PSF + PSF - (IN) (IN) 36 120 54.0 54.0 71.0 71.0 85.0 102.0 42 47.0 47.0 62.0 62.0 85.0 89.0 48 42.0 42.0 55.0 55.0 79.0 79.0 54 37.0 37.0 49.0 49.0 72.0 72.0 60 34.0 34.0 45.0 45.0 66.0 66.0 66 32.0 32.0 42.0 42.0 61.0 61.0 72 30.0 30.0 39.0 39.0 57.0 57.0 36 126 49.0 49.0 64.0 64.0 85.0 93.0 42 42.0 42.0 56.0 56.0 81.0 81.0 48 37.0 37.0 49.0 49.0 72.0 72.0 54 34.0 34.0 44.0 44.0 64.0 64.0 60 31.0 31.0 41.0 41.0 59.0 59.0 66 - - 38.0 38.0 55.0 55.0 36 132 44.0 44.0 59.0 59.0 85.0 85.0 42 38.0 38.0 51.0 51.0 73.0 73.0 48 34.0 34.0 45.0 45.0 65.0 65.0 54 31.0 31.0 40.0 40.0 58.0 58.0 60 - - 37.0 37.0 53.0 53.0 36 138 41.0 41.0 53.0 53.0 77.0 77.0 42 35.0 35.0 46.0 46.0 67.0 67.0 48 31.0 31.0 41.0 41.0 59.0 59.0 54 - - 37.0 37.0 53.0 53.0 60 - - 33.0 33.0 48.0 48.0 36 144 37.0 37.0 49.0 49.0 71.0 71.0 42 32.0 32.0 42.0 42.0 61.0 61.0 48 - - 37.0 37.0 54.0 54.0 33.0 33.0 49.0 49.0 31.0 31.0 44.0 44.0 June 23rd, 2017 3/16"X6 115" ,- -- 3/16"X6 1/8" ALUM. BAR ALUM. BAR 5 5 Qm •••• • • • • • • • •••••• •• • •••••• • •••• • • JAMB W/ LOCK STILE JAMB W/ FIX STILE """ REINF. REINF. • • • • •• • • • • • • • • NOTE: STILE SHOWN FOR LAMINATED • • • GLA55 OPTION ONLY. CHART COVERS • • • i • • •" BOTH IN5ULATED LAMINATED AND • • • • • • LAMINATED GLA55 OPTIONS. AVE. PANEL WIDTH = PRAME WIDTH # OF PANEL5 uw WAN. 18[?9 ••'."sd. No 6 of ��'.�� � FLOP, •�t>O P;V, �m V ap Z NN f 'o Z �N Z_ W Z R Z U 0i gm W N� V O m U 1 g U a • • ••••• • •••• 0 �4 z o S � Z ! � 0 `��' w s AD16-29 J2 15 OF 47 June 23rd, 2017 3 TRACK F.STANDING JAMB CAPACITY -PSF SGD PANEL SIZES JAMB W� ALUM REINF. AVE. PANEL WIDTH DOOR HEIGHT PSF PSF (IN) (IN) + - 36 84 B5.0 102.0 42 85.0 102.0 48 85.0 102.0 54 55.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 90 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 96 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 102 85.0 102.0 42 85.0 102.0 45 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 36 108 85.0 102.0 42 65.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 55.0 102.0 36 114 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 85.0 102.0 3 TRACK DESIGN LOAD JAMB CAPACITY -PSF SGD PANEL SIZES JAMB W� ALUM REINF. PANEL WIDTH DOOR HEIGHT PSF PSF (IN) (IN) + - 36 120 85.0 102.0 42 85.0 102.0 4b 85.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 72 95.0 102.0 36 126 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 i 02.0 66 85.0 7 02.0 36 132 85.0 102.0 42 85.0 102.0 4b b5.0 102.0 54 85.0 102.0 60 85.0 102.0 36 138 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 102.0 60 85.0 98.0 36 144 85.0 102.0 42 85.0 102.0 48 85.0 102.0 54 85.0 99.0 60 85.0 90.0 JAMB ANCHOR TYPE5: TYPE "A I': 1/4" DIA. KWIKCON (Fu= 137 K51, Fy= 138 KSI) I/2' MIN. EMBED INTO WOOD OR THRU WOOD WITH 13/4' MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE 2 1/2' MIN. EDGE DISTANCE, 3' MIN. O.C. 1/4' DIA. KWIKCON (Fu= 137 K51, Fy= 138 K51) 1/2' MIN. EMBED INTO WOOD OR THRU WOOD WITH I' MIN. EMBED INTO C90 CONCRETE BLOCK 2 1/2" MIN. EDGE D15TANCE, 3" MIN. O.C. TYPE 'B 1 ": 1 /4" DIA. ULTRACON (Fu= 177 K51, Fy= 155 K51) 1/2' MIN. EMBED INTO WOOD ORTHRU WOOD WITH 1 3/4' MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE 2 112" MIN. EDGE D15TANCE, 3" MIN. O.C. TYPE "D 1 ": 1 /4' DIA. TEK5/DKIL-FLEX 5CREW GRADE 5 (Fu= 120 K51, Fy=92 K51) INTO METAL5TRUCTURE ALUMINUM: 1/8" THK. MIN. (GOG3-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy=3GK51, MIN.) TYPE "E 1 ": 5/ 1 G' TEK5/DRIL-FLEX 5CRPW (Fu= 120 K51, Fy=92 K51) INTO METAL5TRUCTURE ALUMINUM: 1/8" THK. MIN. (GOG3-T5 MIN.) STEEL: 1/8"THK. MIN. (Fy=3GK51, MIN.) 5TEEL IN CONTACT WITH ALUM. TO BE PAINTED. JAMB ANCHOR CHART 2 TRACK. 3 TRACK OR 4 TRACK JAMB ANCHOR TYPE 5UI35TRATE MAX. SHIM ANCHOR SPACING AI CONC. 1/4' 18" A I WOOD/CONC. 3/8' 12" A i WOOD/C90 BLOCK 3/8' 12" B i CONC. 3/8" 18" 51 WOOD/CONC. 3/8' 12" C I METAL 1 /4" 18" C I METAL 3/8' 1 2" D I METAL 3/8" 18" TYPICAL ANCHOR TE) - 3 m z z 5/8 � � O 2 TRACK 5GD 3 TRACK 5GD TYPICAL ANCHOR 4J""$GD 4 �m Z NN e �z $g Zuj F a • IY N W 0 R W ~ o (7 u m U U " • • • 0 N•*jot o m ;�•yj z i Z N s•�Etd .U) y—�L 4 TRACK 5GD .uw a � i J � ON G� �'�c.AN. 99i?9 St Ma 5 * Of �,•0 • j O P XO • A��`J� F33 Oki � wnwwa AD16-29 J3 16 OF 47 June 23rd. 2017 L 0 / F WQQ c° I OC O O JAMB ANCHOR TYPES: TYPE "62": 1 /4' DIA. ULTRACON (Fu= 177 K51, Fy= 155 K51) 13/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE 15/ 1 G' MIN. EDGE DISTANCE TYPE "D2": 1/4' DIA. TEK5-5ELF DRILLING 5CREW (Fu= 120 K51,FY=92 K51) INTO METAL 5TRUCTURE ALUMINUM: 1/8" THK. MIN. (GOG3-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy=3GK51, MIN.) TYPE "D2A`: 1/4" DIA. 5M5 (Fu=74 K51, Fy=57 K51) I 1/2" MIN. EMBED INTO WOOD STRUCTURE (5G=0.55 MIN.) I" MIN. EDGE D15TANCE TYPICAL ANCHOR ROW @ 1 2" O.C. TYPICAL ANCHOR SINGLE ROW @ 1 2" O.C. 1 5/IG" a. TYPICAL ANCHOR • • • • • • • SINGLE ROW @ 12" O.C. • • • • • • a • • • • f f • • tune 23rd. 2017 AD16-29 J4 17 OF 47 HEAD ANCHOR CAPACITY -PSF SGD PANEL SIZES ANCHOR TYPE 'A' OR'AA" ANCHOR TYPE "B" AVE. PANEL WIDTH DOOR HEIGHT A4 AM A6 AA6 A8 AA8 A10 AA10 � 86 88 36 84 132.4 150.0 150.0 150.0 150.0 150.0 150.0 42 118.9 t 50.0 150.0 150.0 150.0 150.0 150.0 48 109.2 150.0 150.0 150.0 140.0 150.0 150.0 54 102.2 150.0 I50.0 I50.0 131.0 I50.0 I50.0 60 97.1 145.E 150.0 150.0 124.4 150.0 150.0 66 93.4 140.1 150.0 150.0 119.8 150.0 150.0 72 91.0 136.5 150.0 150.0 116.7 150.0 150.0 36 90 121.3 150.0 150.0 150.0 150.0 150.0 150.0 42 108.5 150.0 150.0 150.0 139.1 150.0 150.0 48 99.3 148.9 150.0 150.0 1273 150.0 150.0 54 92.4 138.7 150.0 150.0 118.5 150.0 150.0 60 87.4 131.0 150.0 150.0 112.0 150.0 150.0 66 93.6 125.4 150.0 150.0 107.2 150.0 150.0 72 80.9 121.3 150.0 150.0 103.7 150.0 150.0 36 96 112.0 150.0 150.0 150.0 143.E 150.0 150.0 42 99.8 149.8 150.0 150.0 128.0 150.0 150.0 48 91.0 136.5 150.0 150.0 116.7 150.0 150.0 54 84.4 126.E 150.0 150.0 108.2 150.0 150.0 60 79.4 119.1 150.0 150.0 101.8 150.0 150.0 66 75.6 I t 3.5 150.0 150.0 97.0 145.5 150.0 72 82.8 109.2 145.E 150.0 93.3 140.0 150.0 36 102 104.0 150.0 150.0 150.0 133.3 150.0 150.0 42 92.4 138.7 150.0 150.0 118.5 150.0 150.0 48 84.0 126.0 150.0 150.0 107.7 150.0 150.0 54 77.7 116.5 150.0 150.0 99.6 149.3 150.0 60 72.8 109.2 145.E 150.0 93.3 140.0 150.0 66 69.1 103.E 138.1 150.0 88.5 132.8 150.0 72 66.2 99.3 132.4 150.0 84.8 127.3 150.0 36 108 97.1 145.6 150.0 150.0 124.4 150.0 150.0 42 86.1 129.1 150.0 150.0 110.3 150.0 150.0 48 78.0 117.0 150.0 150.0 100.0 150.0 150.0 54 71 9 107.9 143.8 150.0 92.2 138.3 150.0 60 67.2 100.8 134.4 150.0 86.2 129.2 150.0 66 63.5 95.3 127.1 150.0 81.5 122.2 150.0 72 60.7 91.0 121.3 150.0 77.8 116.7 150.0 36 114 91.0 136.5 150.0 150.0 116.7 150.0 150.0 42 80.5 120.8 150.0 150.0 103.2 150.0 150.0 48 72.8 109.2 145.E 150.0 93.3 140.0 150.0 54 66.9 100.4 133.9 150.0 85.8 128.7 150.0 60 62.4 93.6 124.8 150.0 80.0 120.0 150.0 66 58.8 88.2 117.7 147.1 75.4 113 1 150.0 72 56.0 84.0 112.0 112.0 71.8 107.7 143.E �m Z H N pbpe ZOfN W Z, 8 0 2 0 0 tl1 � 71 Z g "o W Q°� o o c m U ' •••• • • •••• • • • • • • • • Woo*** •••• • • $• Z•7 •••••• •,.. 5 �•� • • , • • c9 •• •• s• • Z o ! of •••••• • 9 p y� • • • • o C• . • • • • • N S • • 0 n • .0. (f • • •• • •• • t • • • w •• • w A4 OR AM - A CLUSTER OF (4) TYPE "A" OR "AA" ANCHORS AT HEAD A6 OR AA6- A CLUSTER OF (6) TYPE "A" OR "AA' ANCHORS AT HEAD A8 OR AA8- A CLUSTER OF (5) TYPE "A" OR "AA" ANCHORS AT HEAD $ A 1 O OR AA 1 O - A CLUSTER OF (1 O) TYPE "A" OR "AA' ANCHORS AT HEAD B4 - A CLUSTER OF (4) TYPE "B" ANCHORS AT HEAD BG - A CLUSTER OF (6) TYPE "B" ANCHORS AT HEAD a B8 - A CLUSTER OF (8) TYPE "B" ANCHORS AT HEAD uw I FOR ANCHOR TYPE5 LAYOUT, SEE 5HEET A6 4 A7 AD16-29 •'Ow C�� � ,aa� so Al bkd June 23rd. 2017 HEAD ANCHOR CAPACITY -PSF SGD PANEL SIZES ANCHOR TYPE "A' OP 'AM ANCHOR TYPE "B" AVE. PANEL WIDTH DOOR HEIGHT A4 AM A6 AA6 A8 AA8 A I O gAlp B4 B6 B8 36 120 85.6 128.5 I50.0 150.0 109.8 150.0 150.0 42 75.6 113.5 I50.0 150.0 97.0 145.5 I50.0 48 68.3 102.4 136.5 I50.0 87.5 131.3 I50.0 54 62.6 93.9 125.2 I50.0 80.3 120.4 I50.0 60 58.2 "87.4 116.5 ! 45.6 74.7 112.0 149.3 66 54.8 82.2 109.5 136.9 70.2 105.3 140.4 72 52.0 78.0 104.0 130.0 66.7 100.0 133.3 36 126 80.9 121.3 150.0 I50.0 103.7 I50.0 150.0 42 71.3 107.0 142.E I50.0 91.4 137.1 I50.0 48 64.2 96.4 128.5 I50.0 82.4 123.5 I50.0 54 58.8 88.2 117.7 147.1 75.4 113.1 I50.0 60 54.6 81.9 109.2 136.5 70.0 105.0 140.0 66 5 1.2 76.9 f 02.5 128. I 65.7 98.5 131.4 36 132 76.6 114.9 I50.0 150.0 98.2 147.4 I50.0 42 67.5 101.2 134.9 I50.0 86.5 129.7 I50.0 48 60.7 91.0 121.3 150.0 77.8 116.7 150.0 54 55.5 83.2 110.9 138.7 71.1 106.7 142.2 60 51.4 77.I 102.8 128.5 65.9 98.8 131.8 66 48.1 72.2 96.3 120.3 61.7 92.6 123.4 36 138 72.8 109.2 145.E 150.0 93.3 140.0 150.0 42 64.0 96.0 128.0 I50.0 82.1 123.1 I50.0 4B 57.5 86.2 114.9 143.7 73.7 I10.5 147.4 54 52.5 78.7 104.9 131.2 67.3 100.9 134.5 60 48.5 72.8 97.1 12I.3 62.2 93.3 124.4 36 144 69.3 104.0 138.7 I50.0 88.9 I33.3 I50.0 42 60.9 91.3 121.8 I50.0 78.0 117.1 I50.0 48 54.6 81.9 109.2 136.5 70.0 105.0 140.0 54 49.8 74.7 99.6 124.4 63.8 95.7 127.6 60 46.0 69.0 92.0 114.9 58.9 88.4 117.9 •••• • • • • • BB4 - A CLUSTER OF (4) ANCHORS TYPE "BB" AT INTERLOCK/A5TRAGAL • • BB6 - A CLUSTER OF (6) ANCHOR5 TYPE "BB" AT INTERLOCK/A5TRAGAL • BBS - A CLUSTER OF (8) ANCHORS TYPE "BB" AT INTERLOCK/ASTRAGAL • • • • • • • BB I 0 - A CLUSTER OF (I 0) ANCHORS TYPE "BB" AT INTERLOCK/A5TRAGAL • • • • • • • • •••••• FOR ANCHOR TYPE5 R LAYOUT, SEE SHEET A7 • • • • • • • • • • •• •• •• • •••••• • • • • • •••••• • • • • ••• •• • uw �.e AN aff * r'pt OF '♦ V oW Z NN 0 ippO o ZOlN Z j a W z R Z 0 0 zz goo W 0 o m • • e 8 0 UJ : • • g • • y z•w�•iR cc" . y •z3 N •7� y� W W • • • • • • • £ a NLL. 3 AD16-29 A2 19 OF 47 HEAD ANCHOR CAPACITY -PSF SGD PANEL SIZES ANCHOR TYPE 'BB" AVE. PANEL WIDTH DOOR HEIGHT BB4 BB6 BBB BBIO 36 96 97.2 145.8 150.0 150.0 42 86.7 130.0 I50.0 I50.0 48 79.0 118.5 150.0 150.0 54 73.3 109.9 146.E 150.0 60 68.9 103.4 137.9 150.0 66 65.7 98.5 131.3 150.0 72 63.2 94.8 126.4 150.0 36 102 90.3 135.4 I50.0 I50.0 42 80.3 f 20.4 150.0 1 50.0 48 72.9 109.4 145.8 I50.0 54 67.4 101.1 134.8 150.0 60 63.2 94.8 126.4 150.0 66 60.0 89.9 119.9 149.9 72 57.5 86.2 I14.9 143.E 36 108 84.3 126.4 I50.0 150.0 42 74.7 112. I 149.4 150.0 48 67.7 I O t .6 135.4 150.0 54 62.4 93.6 124.8 150.0 60 58.3 87.5 116.7 145.8 66 55.2 82.7 110.3 137.9 72 52.7 79.0 105.3 131.7 36 79.0 118.5 150.0 150.0 42 69.9 104.8 139.8 I50.0 HEAD ANCHOR CAPACITY -PSF SGD PANEL SIZES ANCHOR TYPE 'BB" AVE. PANEL WIDTH DOOR HEIGHT BB4 Mr. B68 BBIO 36 138 63.2 94.8 126.4 150.0 42 55.6 83.3 111.1 138.9 48 49.9 74.8 99.8 124.7 54 45.5 68.3 91.1 113.9 60 q2.1 63.2 84.3 105.3 36 144 60.2 90.3 120.4 150.0 42 52.9 79.3 105.7 132.1 48 47.4 71.1 94.8 I18.5 54 43.2 64.8 86.4 108.0 60 39.9 59.9 79.8 99.8 June 23rd, 2017 •••• • • • • • •• • ••• • CC4 - A CLUSTER OF (4) ANCHORS TYPE "CC" AT INTERLOCK/A5TRAGAL • • CC6 - A CLUSTER OF (6) ANCHOR5 TYPE "CC" AT INTERLOCK/A5TRAGAL • CC5 - A CLUSTER OF (5) ANCHORS TYPE "CC" AT INTERLOCK/A5TRAGAL • • • • • • • CC 10 - A CLUSTER OF (1 O) ANCHORS TYPE "CC" AT INTERLOCK/A5TRAGAL • • • • • • • • •••••• FOR ANCHOR TYPE5 4 LAYOUT, SEE SHEET A7 • • • • • •••••• •••• •• •• •• • • .... • • • • •••••• • • • • • • •• • uw ,,� a"`� Q_ Np� •, * Mm �% �� Z NN N �a (� 2 N Z_ F a:IL: 7 N e W 0 $ Z o Z em W� V m n m • p e • o U % • • a Ov•••••e v� U o N N y� W . • • • • • • • • • • • •�•. /ri u •� i� W �a AD1 June 23rd. 20176-29 HEAD ANCHOR CAPACITY -PSF SGD PANEL SIZES ANCHOR TYPE 'CC' AVE. PANEL WIDTH DOOR HEIGHT CC4 CC6 CC8 GC10 36 96 109.9 150.0 I50.0 I50.0 42 98.0 147.0 150.0 I50.0 48 b9.3 134.0 I50.0 150.0 54 82.9 124.3 I50.0 I50.0 60 78.0 116.9 150.0 150.0 66 74.3 III .4 148.5 1 50.0 72 7I.5 107.2 142.9 150.0 36 102 102. I 150.0 150.0 150.0 42 90.8 136.1 150.0 I50.0 48 82.5 123.7 I50.0 I50.0 54 76.2 114.3 I50.0 I50.0 60 71.5 107.2 142.9 I50.0 66 67.8 101.7 135.E 149.9 72 65.0 97.5 129.9 143.E 36 108 95.3 142.9 I50.0 I50.0 42 84.5 126.7 150.0 150.0 48 76.6 114.9 150.0 150.0 54 70.6 105.9 141.2 150.0 60 66.0 99.0 131.9 150.0 66 62.4 93.6 124.7 150.0 72 59.6 89.3 119.1 148.9 36 114 89.3 134.0 150.0 I50.0 42 79.0 118.6 150.0 150.0 48 71 5 107.2 142.9 I50.0 54 65.7 98.6 131.4 I50.0 60 61 .3 91 .9 122.5 150.0 66 57.8 86.6 I i 5.5 144.4 72 55.0 82.5 109.9 137.4 36 120 84.1 126.1 150.0 I50.0 42 74.3 III .4 148.5 1 50.0 48 67.0 100.5 134.0 I50.0 54 61.5 92.2 123.0 I50.0 60 57.2 85.8 t I4.3 I42.9 66 53.8 80.7 107.5 134.4 72 51.0 76.6 102.1 127.E 36 132 75.2 112.8 150.0 150.0 42 66.2 99.3 132.4 150.0 48 59.6 89.3 119.1 148.9 54 54.5 81.7 lOb.9 136.1 60 50.4 75.7 100.9 126.1 66 47.3 70.9 94.5 118.1 HEAD ANCHOR CAPACITY -PSF SGD PANEL SIZES ANCHOR TYPE 'CC' AVE. PANEL WIDTH DOOR HEIGHT CC4 CC6 CCB CC 10 36 138 71 5 107.2 142.9 I50.0 42 62.8 94.2 125.7 I50.0 4B 56.4 84.6 112.b 14 i . l 54 51.5 77.3 103.0 12b.B 60 47.6 71.5 95.3 119.1 36 144 68.1 102.1 136.1 150.0 42 59.8 89.6 119.5 149.4 48 53.6 80.4 107.2 134.0 54 48.9 73.3 97.7 122.2 60 45.1 67.7 90.3 I12.8 !�W 80! pp Z aN Zz �o N z a� W 0 N Z U g }"� . 9 0 ee o s a 0 m •••• • s •••• • • •• • ••• • •• • • • • • • •••• • • • • • • • • • •• •• •• • 00 • •i•Yi • • • > • Z • • • • •••••• • • • • • • •••••• 2 • N �19 p VVV . J •7O7 o •i 0 W w C4 - A CLUSTER OF (4) TYPE "C" ANCHORS AT HEAD C6 - A CLUSTER OF (6) TYPE "C" ANCHORS AT HEAD D4 - A CLUSTER OF (4) TYPE "D" ANCHORS AT HEAD D6 - A CLUSTER OF (6) TYPE "D" ANCHORS AT HEAD D8 - A CLUSTER OF (5) TYPE "D" ANCHORS AT HEAD E4 - A CLUSTER OF (4) TYPE "E" ANCHORS AT HEAD �a E6 - A CLUSTER OF (6) TYPE 'E" ANCHORS AT HEAD uw FOR ANCHOR TYPES 4 LAYOUT, SEE SHEET A6 �.`�� Ei,,I�• �� ,,, No * AD16-29 F �:4• • 't O O olk MI.21 14 A4 OF 47 HEAD ANCHOR CAPACITY -PSF SGD PANEL SIZES ANCHOR TYPE 'C' ANCHOR TYPE "D" ANCHOR TYPE 'E' AVE. PANEL WIDTH DOOR HEIGHT � C6 D4 D6 D8 E4 E6 36 84 150.0 150.0 1 14.9 150.0 150.0 1 50.0 150.0 4 2 150.0 150.0 103.2 150.0 150.0 150.0 150.0 48 I50.0 I50.0 94.8 142.2 150.0 I50.0 I50.0 54 I50.0 I50.0 88.7 133.1 150.0 I50.0 I50.0 60 I50.0 150.0 84.3 126.4 150.0 I50.0 I50.0 66 I50.0 I50.0 8I.1 121.7 150.0 I50.0 150.0 72 I50.0 I50.0 79.0 118.5 I50.0 146.7 I50.0 36 90 i 50.0 150.0 105.3 150.0 150.0 150.0 150.0 42 I50.0 I50.0 94.2 141.3 150.0 I50.0 I50.0 48 I50.0 I50.0 86.2 129.3 I50.0 I50.0 I50.0 54 I50.0 I50.0 80.3 120.4 150.0 149.0 I50.0 60 I50.0 I50.0 75.8 113.8 150.0 140.8 I50.0 66 142.2 150.0 72.6 108.9 145.1 134.7 150.0 72 139.6 I50.0 70.2 105.3 140.4 130.4 I50.0 36 96 150.0 150.0 97.2 145.8 150.0 150.0 I50.0 42 150.0 150.0 86.7 130.0 I50.0 150.0 I50.0 48 I50.0 I50.0 79.0 118.5 I50.0 146.7 I50.0 54 145.E I SO.O 73.3 109.9 1 46.E 136.0 1 50.0 60 137.0 150.0 68.9 103.4 137.9 128.0 I50.0 66 130.5 I50.0 65.7 98.5 131.3 121.9 I50.0 72 125.6 I50.0 63.2 94.8 126.4 117.3 150.0 36 102 I50.0 I50.0 90.3 135.4 I50.0 I50.0 I50.0 42 150.0 I50.0 80.3 120.4 I50.0 149.0 I50.0 48 144.9 I50.0 72 9 109.4 145.8 135.4 150.0 54 134.0 ! 50.0 67.4 101 . I 134.8 125.2 150.0 60 125.6 150.0 63.2 94.8 126.4 I17.3 I50.0 66 I19.I I50.0 60.0 89.9 119.9 I11.3 I50.0 72 114.2 I50.0 57.5 86.2 114.9 106.7 150.0 36 108 I50.0 I50.0 84.3 126.4 150 I50.0 I50.0 42 148.5 I50.0 74.7 112.1 149.4 138.7 I50.0 48 t 34.6 150.0 67.7 101 .6 135.4 125.7 150.0 54 124.0 I50.0 62.4 93.6 124.8 115.9 150.0 60 f 15.9 I50.0 58.3 87.5 1 16.7 I OB.3 I50.0 66 109.6 I50.0 55.2 82.7 110.3 102.4 I50.0 72 104.7 I50.0 52.7 79.0 105.3 97.8 146.7 36 114 150.0 150.0 79.0 118.5 150.0 146.7 I50.0 42 138.9 I50.0 69.9 104.8 139.8 129.8 I50.0 48 125.6 I50.0 63.2 94.8 126.4 117.3 I50.0 54 115.5 I50.0 58.1 87.2 116.2 107.9 I50.0 60 107.7 150.0 54.2 91.3 100.E 100.E I50.0 66 101.5 I50.0 51.5 76.6 94.8 94.8 142.2 72 96.6 144.9 48.6 72.9 90.3 90.3 135.4 HEAD ANCHOR CAPACITY -PSF SGD PANEL SIZES ANCHOR TYPE "C" ANCHOR TYPE "D' ANCHOR TYPE 'E" AVE. PANEL WIDTH DOOR HEIGHT C4 C6 D4 D6 D8 E4 E6 36 120 147.8 150.0 74.4 I11.5 148.7 138.0 150.0 42 130.5 150.0 65.7 9B.5 131.3 121.9 150.0 48 117.8 150.0 59.3 88.9 118.5 I10.0 150.0 54 108.0 I50.0 54.4 81.5 108.7 100.9 I50.0 60 100.5 150.0 50.6 75.8 101.1 93.9 149.3 66 94.5 141.7 47.5 71.3 95.1 88.3 140.4 72 89.7 134.E 45.1 67.7 90.3 93.8 133.3 36 126 139.6 I50.0 70.2 105.3 140.4 130.4 I50.0 42 123.0 I50.0 61.9 92.9 123.8 I14.9 150.0 48 I10.8 I50.0 55.8 83.6 I I I.5 103.5 I50.0 54 101.5 I50.0 51.1 76.6 102.1 94.8 142.2 60 94.2 141.3 47.4 71.1 94.8 88.0 132.0 66 88.4 132.E 44.5 66.7 89.0 82.6 123.9 36 132 132.2 I50.0 66.5 99.8 133.1 123.5 I50.0 42 116.4 I50.0 58.6 87.8 117.1 IOB.7 I50.0 48 I04.7 I50.0 52.7 79.0 105.3 97.8 146.7 54 95.7 143.5 48.2 72.2 96.3 89.4 134.1 60 88.7 133.0 44.6 66.9 89.2 82.8 124.2 66 B3.0 124.E 41.8 62.7 83.6 77.6 116.4 36 138 125.6 I50.0 63.2 94.8 126.4 117.3 I50.0 42 110.4 I50.0 55.6 83.3 I I I.I 103.2 I50.0 4B 99.2 147.8 49.9 74.8 99.8 92.6 138.9 54 90.5 135.8 45.5 68.3 91.1 84.6 126.8 60 83.7 125.E 42.1 63.2 84.3 78.2 I17.3 36 144 119.6 I50.0 60.2 90.3 120.4 111.7 I50.0 42 105.0 I50.0 52.9 79.3 105.7 98.1 147.2 48 94.2 I41.3 47.4 71.1 94.8 88.0 I32.0 54 85.9 128.8 43.2 64.8 86.4 80.2 i 20.3 60 79.3 119.0 39.9 59.9 79.8 74.1 1I1.2 June 23rd, 2017 SILL ANCHOR CAPACITY -PSF SGD PANEL SIZES ANCHOR TYPE 'A' / 'B' AVE. PANEL WIDTH DOOR HEIGHT A4 / B4 A6 / B6 A8 / B8 36 84 150.0 150.0 150.0 42 149.8 150.0 I50.0 48 137.6 150.0 150.0 54 128.7 I50.0 150.0 60 122.3 150.0 150.0 66 117.7 150.0 150.0 72 114.7 150.0 150.0 36 90 150.0 150.0 150.0 42 136.7 150.0 150.0 48 125. I 150.0 150.0 54 1 16.5 150,0 150.0 60 I I O. I 150.0 150.0 66 105.3 150.0 150.0 72 101.9 150.0 150.0 36 96 150.0 150.0 150.0- 42 134.2 150.0 150.0 48 122.3 150.0 150.0 54 113.5 150.0 150.0 60 106.8 150.0 150.0 66 101.7 150.0 150.0 72 97.9 146.8 I50.0 36 102 139.8 150.0 150.0 42 124.3 150.0 150.0 48 112.9 150.0 150.0 54 104.4 150.0 150.0 60 97.9 146.8 150.0 66 92.8 139.3 150.0 72 89.0 133.5 150.0 36 108 130.5 150.0 150.0 42 I 1 5.7 150.0 150.0 48 104.9 150.0 150.0 54 96.7 145.0 150.0 60 90.3 135.5 150.0 66 85.4 I25.I 150.0 72 81.6 122.3 150.0 36 114 122.3 150.0 150.0 42 108.2 150.0 150.0 48 97.9 146.8 150.0 54 90.0 135.0 150.0 60 83.9 125.8 150.0 66 79.1 118.6 150.0 72 75.3 112.9 150.0 SILL ANCHOR CAPACITY -PSF SGD PANEL SIZES ANCHOR TYPE "A' /'8" AVE. PANEL WIDTH DOOR HEIGHT A4 / B4 A6 36 120 I I S. i 150.0 150.0 42 101.7 150.0 150.0 48 91.5 137.6 150.0 54 84.2 126.3 150.0 60 78.3 117.4 150.0 66 73.6 110.4 147.3 72 69.9 104.9 139.8 36 126 108.7 150.0 150.0 42 95.9 143.8 I50.0 48 86.4 129.5 150.0 54 79. I 118.6 150.0 60 73.4 110.1 146.8 66 68.9 103.3 i 37.8 66 65.2 97.9 130.5 36 132 103.0 150.0 150.0 42 90.7 136.0 150.0 48 81 .6 i 22.3 150.0 54 74.6 III .8 149. I 60 69. I 103.E 138.2 66 64.7 97.1 129.4 36 138 97.9 146.8 150.0 42 86.0 129. I 150.0 48 77 3 t l 5.9 150.0 54 70.5 105.8 141.1 60 65.2 97.9 130.5 36 144 93.2 139.8 I50.0 42 81 .8 122.8 150.0 48 73.4 I I O. I 146.8 54 66.9 t 00.4 133.8 60 61 .8 92.7 123.E nm U sp a Z dN J N a� (� 2 cQi a Z H d6 0 e Z°0 3 Al 13 Z gm W N� o m m •••• • • • • • • • i••••• •• •••••• • •••• • • • • s • •••••• • ••••s• •••• o •w•••^y • • • , • •• •• .• • 5 wa•T••� ••••,• • ui �,� • • s • • • • o •G �n,,4 •••••• p • • • 'Jj •Z 3 < I! • • • o •� yl • • • p W •• • A4 - A CLUSTER OF (4) TYPE "A" ANCHORS AT 51LL AG - A CLUSTER OF Q TYPE "A" ANCHORS AT SILL A8 - A CLUSTER OF (5) TYPE "A" ANCHORS AT 51LL 84 - A CLUSTER OF (4) TYPE "B" ANCHORS AT SILL B6 - A CLUSTER OF (6) TYPE "B" ANCHORS AT SILL B8 - A CLUSTER OF (8) TYPE `B" ANCHORS AT SILL �a ,nw � FOR ANCHOR TYPE5 E LAYOUT, 5EE SHEET A8 * AD16-29 OF June 23rd. 2017 31 d W 'CONN6R TE d z 1" =.-A K91 MIN.. d MIN. EDGE DIST. 1 3/1 Gl CONCRETE V , 35'I.5 P61 "N. R 511 6" ANCHORS CONCRETE ; f'c ='� K31 MIN TYPICAL ANCHOR r— SEE ELEVATION FOR SPACING d N 1 � � N TYPICAI ANCHOR 'ACING TYPICAL ANCHOR STAGGERED /— AT 3" MIN. O.C. e d w TYPICAL ANCHOR 'ACING HEAD ANCHOR TYPE5: 3" 3" 3• TYPE "A'- 1 /4" DIA. KWIKCON (Fu= 137 K51, Fy=135 K51) _ 1 3/4' MIN. EMBED INTO fc'=3 KSI MIN. CONCRETE 2 112' MIN. EDGE DISTANCE, 3' MIN. O.C. ep TYPE'B": 1/4" DIA. ULTRACON (Fu= 177 K51, Fy= 155 K51) r 3 1 3/4' MIN. EMBED INTO fc=3 KSI MIN. CONCRETE — • 2 1/2° MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE 'C": 5/ 1 G" DIA. ULTRACON (Fu= 177 K51, Fy= 155 K51) 1 3/4" MIN. EMBED INTO fc=351 5 P-91 MIN. CONCRETE / 2 1/2' MIN. EDGE DISTANCE, 3° MIN. O.C. 4 TRACK SGD 3 TRACK 5 D TYPICAL ANCHOR t;4 MIN. EDGE DIfTSEE ELEVATION FOR SPACING V '�O no CONCRETE - U iRs6C =351�°PR ° o6l16"ANCHm Z < a:a: Wza' =3 K51 M•d a Z_ o a� —ITN z 2_ m V Z fad a o� — L W J .mi N >. 0 R Ur4 m m�m ease • • • • ••a• •f 1VOL *JCHOR ... • s SEE ELEVATION FOR SPACING • MIN. EDGE DIST. • • • • • • • METAL5TRU RE •••• a •• • !arl • i • • ease•• • • • 2 TRACK StD • • • • 3" 3" 3" • • • TYPE "D": 1 /4" DIA. TEK5/DRIL-FLEX SCREW GRADE 5 (Fu= 120 K51, Fy=92 KSI) INTO METAL STRUCTURE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) "A" Ana STEEL: 1/8" THK. MIN. (Fy=3GKSI, MIN.) A4 - A CLUSTER OF (4) TYPE ANCHORS AT HEAD C4 A CLUSTER OF (4) TYPE "C" ANCHORS AT HEAD TYPE "E": 1 G' TEK5/DKIL-FLEX SCREW K51, Fy=92 K51) A6 - A CLUSTEROF (6) TYPE "A"ANCHORS AT HEAD cr.- A CLUSTER OF (6) TYPE "C" ANCHORS AT HEAD . 5/ (Fu=120 A8 - A CLUSTER OF (8) TYPE "A" ANCHORS AT HEAD 54 - A CLUSTER OF (4) TYPE "D" ANCHORS AT HEAD 14 INTO METAL STRUCTURE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy=3GK51, MIN.) A 10 - A CLJ5TER OF (10) TYPE "A" ANCHORS AT HEAD B4 - A CLUSTER OF (4) TYPE "B" ANCHORS AT HEAD 56 - A CLUSTER OF (6) TYPE "D" ANCHORS AT HEAD D8 - A CLUSTER OF (8) TYPE "D" ANCHORS AT HEAD * / qt Z B6 - A CLUSTER OF (6) TYPE "B" ANCHORS AT HEAD E4 - A CLUSTER OF (4) TYPE "E" ANCHORS AT HEAD �., PL C STEEL IN CONTACT WITH ALUM. TO BE PAINTED. BS - A CLUSTER OF (8) TYPE "B" ANCHOR5 AT HEAD E6 - A CLUSTER OF (6) TYPE "E" ANCHORS AT HEAD '•' t FS3ic June 23rd, 2017 AD16-29 I 23 OF 47 MIN. EDGE DI5T. 3 114' TYPICAL ANCHOR MIN. EDGE D15T. 1 3/1 G" TYPICAL ANCHOR STAGGERED 7 5EE ELEVATION FOR SPACING AT 3" MIN. O.C. GONCRETE; e f'c T3514MN., I BY OR.2BY WIDODIOUCK e ' e �. 511 G" AN CONCRETE!'c 'e. =3 K5W U xxU Emm F-1 to rr--, i c= 4 TRACK SGD 3 TRACK SGD HEAD ANCHOR TYPE5: TYPE "AA": 1 /4" DIA. KWIKCON (Fu= 137 K51, Fy= 138 K51) I I/2" MIN. EMBED INTO 5G=0.55 MIN. WOOD STRUCTURE OR THRU 1 BY OR 2BY WOOD BUCK WITH 1 3/4" MIN. EMBED INTO fc'=3000 P51 CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE "BB': 114' DIA. ULTRACON (Fu= 177 r51, Fy= 155 K51) 1 112' MIN. EMBED INTO 5G=0.55 MIN. WOOD STRUCTURE OR THRU 1 BY OR 2BY WOOD BUCK WITH 1 3/4" MIN. EMBED INTO fc'=3000 P51 CONCRETE 2 112" MIN. EDGE DISTANCE, 3' MIN. O.C. TYPE "CC": 5/ 1 G' DIA. ULTRACON (Fu= 177 K51, Fy= 155 K51) I 1/2" MIN. EMBED INTO 5G=0.55 MIN. WOOD STRUCTURE OR THRU I BY OR 213Y WOOD BUCK WITH 13/4" MIN. EMBED INTO fc'=3000 P51 CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. AA4 - A CLUSTER OF (4) TYPE "AA" ANCHORS AT HEAD AAG - A CLUSTER OF (G) TYPE "AA" ANCHORS AT HEAD AA8 - A CLUSTER OF (8) TYPE "AA" ANCHORS AT HEAD AA I 0 - A CLUSTER OF (10) TYPE "AA" ANCHORS AT HEAD B134 - A CLUSTER OF (4) TYPE "BB" ANCHOR5 AT HEAD BOG - A CLUSTER OF (G) TYPE 136" ANCHORS AT HEAD 1358 - A CLUSTER OF (8) TYPE "BB" ANCHORS AT HEAD 131310 - A CLUSTER OF (10) TYPE "BB" ANCHORS AT HEAD CC4 - A CLUSTER OF (4) TYPE "CC" ANCHORS AT HEAD CCG - A CLUSTER OF (G) TYPE "CC" ANCHOR5 AT HEAD CC8 - A CLUSTER OF (8) TYPE "CC" ANCHORS AT HEAD CC 10 - A CLUSTER OF (10) TYPE "CC" ANCHORS AT HEAD 3" 3' 3' v m 4 TRACK 5GD a,m MIN, EDGE TYPICAL ANCHOR SEE ELEVATION FOR SPACING NN e i Id 16 e e •" < • a a Z < d, lv4 Ji J N d CONCRETE. e ' z .;:. 4 W w ° N Zo a PC =:3 K51 MIN. Z em W 1 BY OR 2 BY WOOD BUCKS NOT BY E5 WINDOW5 MUST SUPPORT THE LOADS IMPOSED BY GLAZING 5Y5TEM AND TRAN5FER THEM TO THE BUILDING 5TKUCTURE. 3" 3' 3" n • ¢Q N 1 I/4' MIN. c 2 TRACK °SGD • • • • • � • •••••• •• •••••• alp • • • • • • GPip � rn w Ili It No to * AD16— 29 of •.....••• �,�,��• 24 OF 47 June 23rd. 2017 51LL ANCHOR TYPES: TYPE "A": 114" DIA. KWIKCON (Fu= 137 K51, Fy= 138 K51) 13/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE 2 1/2' MIN. EDGE DISTANCE, 3' MIN. O.C. TYPE'B": 1/4" DIA. ULTRACON (Fu= 177 K51, Fy= 155 K51) 13/4" MIN. EMBED INTO fd=3 KSI MIN. CONCRETE 2 1/2' MIN. EDGE D15TANCE, 3' MIN, O.C. 3" 3" 3" m 4 TRACK 5GD TYPICAL ANCHOR SEE ELEVATION FOR SPACING r J1 V IL 'Lip I Ixxn 2 CONFetTE a • - °" (gONC! E v fc•=3 K51 MIN. a ° o fc =3'K51 MIN v zw� _ 1 MIN. EDGE 1 ' 3 15/1 G" I MIN. EDGE 4 TRACK 5GD z a .+ y rig (� z N N e z Z 0 1; 2 eao 3" 3" 3' W N °� o V o �� N 0Y.1 2TRACK 5GD •••�•• • • • TYPICAL ANCHOR Tt?I:ALCA%@HOR • • • • • • •^ STAGGERED SEg ;Lt�(VtN FOR • • • �'•� AT 3" O.C. SPACING �• • •� a ••• •• • z <•wN • • o • • • • J •�� • • • N {n • • • ^ �QS W CONCRETE 1 1 7/5" 1 TMIN. EDGE D15T. 3 TRACK 5GD 2 TRACK 5GD June 23rd, 2017 AD16-29 A8 �..,.". 25 OF 47 rm MIN. EDGE 1115T. 3 1/4" TYPICAL ANCHOR 5EE ELEVATION FOR SPACING MIN. EDGE D15T. 3 I/4' TYPICAL ANCHOR ~� Z as a 5EE ELEVATION FOR 5PACING aGONCRE7E.. aw t Pt = 51tW rs/ MIN. METAL STRUCTURE W z o W �- �- D N Z D q i gm • W � N °� o 17 34 I DETAIL 55 44 p I 34 I A DETAIL 44 i 0 Im U 2a g •••• U x • Erg• • • d IL — — — p — — ..•• . ••.••' O oL O oL •••.•. •••• � •�•.•m - -- -- z Ll ...... z� w '••' '� e • •. • 2 •W N .06000 • • C7 63 go 0 to � 29 2 DETAIL 2A DETAIL 5t D I 51 DI 38 SILL RA15ER OPTION 36 1 5EE 5HEET K2 FOR UMRATION qq TYPICAL ANCHOR qq TYPICAL ANCHOR SEE ELEVATION 5EE ELEVATION 36 FOR SPACING 10 36 FOR 5PACING tD II II 11 it II it 56 � 56 v 11 11 II II II II 8 luu 0 m 35 al 35 �. SILL RA15EP OPTION - A. : Pc .� s No 4 a, �• 5EE 5HEET K2 FOR LIMITATION41 AD16— 29 a ,����i�� Dl 1 MIN. EDGE DIST. + 3 15/16" 1 1 MIN. EDGE DIST. +• 3 15/16' + QR••'� laO FOUR (4) TRACK DOOR DETAILS ����`F3S••�•• P����� °' "" 26 OF 47 June 23rd, 2017 s� a TYPICAL ANCHOR TYPICAL ANCHOR Z -IN SEE ELEVATION FOR 5PACING SEE ELEVATION FOR 5PACING �N. EDGE' 1ST. •:` 9+1 „p� MIN. EDGE DIST. 13/16' Z (� _ .. _ 6 6 ,CONCRETE., • "�' .•56 .. 56 j Pt.=3b00 ps,b11N METAL 5TRUCTURE W i o W O a zi 5 �� g^ - - gM _ W a93 o t7 N ZV t7 N J �j V � RF, V ay m ,�y 55 m 2a 3 DETAIL 28 DZ 3A DETAIL D2 •••• s U •••••• •• •••••• o• • •••••• •••• • Q •••••� — — — — d — — — — d •••••• •••• ❑ • •ct•••m • • • • • m Z •••••• • c� 3•�1 Z LL oz : : • • p '17 V" w 63 w •••••• • • • ••• o Ski 40 41 •• sofi••a W ••• ••• v •• • 57 5t 25 29 55 M 55 nn 4 DETAIL 0 D2 4A DETAIL i 7 D2 44 v 44 1 I SILL RA15ER OPTION { SEE SHEET K2 FOR LIMITATION 3 3 , 47 2 47 2 51LL CaONCRETE PC 3000 N RA15EF OPTION CaONC12E?E = �51 . 5EE 5HEET K2 FOR LIMITATION fc = 3000 L51 N. • • • OF LL 1 MIN. EDGE D15T. y 1 7/8' y TYPICAL ANCHOR SEE ELEVATION FOR 5PACING 1 MIN. EDGE GIST. 17/B' TYPICAL ANCHOR 1 y � 5EE ELEVATION FOR 5PACING �4 ` . '� • �� D2 � O Q••���0 THREE (3) TRACK DOOR DETAILS �� SID June 23rd, 2017 Mm MIN. EDGE D15T. TYPICAL ANCHOR MIN. EDGE D15T. TYPICAL ANCHOR c SEE ELEVATION OR 5PACING SEE ELEVATION FOR SPACING V • of • e ID N . tl Z � CbNGRET _ CbNREF� z _ Z d • fc=.30Q0: r IN. fc 30,00: psr IN. m - � W e g N v W p$ Ft n - tt - Z D 9i 56 , 56 56 Z °1 " Z 17 44 44 H W M o o 2a m 5 DETAIL K5A DETAIL D3I D3 • •&-k- f •• • ••• • •••••• •• •••••• • 0 0 •••• • 8 •••••� • R • • • o co cz LU a w w WW 55 � 55 { I 25 6 DETAIL I 29 6A DETAIL 55 D3 Sg 2 D3 N N 60 60 8 g SILL RAISER OPTION 12 5EE 5HEET K2 FOR LIMITATION 44 12 44 g S 3 56 13 56 in 460 N 4 � •11111 N r1 \\ , ON.. 0 NCRETE w A N 7CONCrIlolfTF m \ Np g n Nm AD16-29 {y = 3000 ps IN sfu RAISER oPr1oN0 I5EE 5HEET K2 FOR LIMITATIONJg ' TYPICAL ANCHOR• -TYPICAL'��jFL P . ' �•O D3 MIN. EDGE DIST� 5EE ELEVATION FOR 5PACING TWO (2) TRACK DOOR DETAILS MIN. EDGE DI5T. ELEVATION OR SPACING ,��I�jC'sS•p•• p���,,\ y"""° 28 OF 47 June 23rd, 2017 TYPICAL ANCHOR PANEL WIDTH TYPICAL ANCHOR = Zadr SEE J34J4 SEE 5HEE5 J3 4 J4 OR PEATS 42 55 FOP, 5PACING 'oSHCING �2 iF , wZ " 45 21 42 55 i mpo W N� oi•,� cll 9 I I I I I I ••• 27 50 18\XI • _ U v • M • • • I I 18 55 21 22 I I I •• • • ••ri 6 � i t NCO i t 1 I I � W z o <.�� W ••• 00 co 37 I I I 37 I • • • • R .rnVol W • • • • EXTERIOR 2" D.L.Q. 2" D. L.O. 2" D. L.O. 2" PANEL WIDTH I /4" AX. FRAME WIDTH I /4" AX. G SH M S IM a} DETAIL DETAIL DETAIL DETAIL a D94 D74 STANDARD INTERLOCK (LEVEL 1) SHOWN. SEE SHEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. No 5aaw / * AD16-29 CF :? '�.,�� F�oR�,;��a� D4 FOUR (4) TRACK DOOR DETAILS 29 OF 47 June 23rd, 2017 2" FOR ANCHOR, SEE 5HEET A �m 45 22 9 21 44 18 V m a pNN- �/ I I I i t Z w 1 W z o 0 N Z % n PANEL WIDTH W a o } 0 45 21 42 55 I I 50 23 I REINFORCEMENT RE UIRED I FOR LEVEL 3 ONLY I m9 U • •• 71 • • —•—• ee 0 on 55 22 21 I ( s •••• _ 27M;7C57 746 27 • • • o •Z 18 i • • • c IKO EXTERIOR •••••• D.L.O. 2" D.L.O. 3 3/4" 3 1 I/16" DLO PANEL WIDTH 1 p/21 PANEL WIDTH IO DETAIL I I DETAIL 12 DETAIL 11 D5 D5 D5' .wu � STANDARD INTERLOCK (LEVEL 1) 5HOWN. WA&•.,,� SEE SHEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. 's AD16-29 of t �. FOUR (4) TRACK DOOR DETAILS '�.,�� a�Op.,�� D5 FS8 A14 30 OF 47 June 23rd, 2017 �m TYPICAL ANCHOR PANEL WIDTH TYPICAL ANCHOR V Rai SEE SHEETS J3 d J4 SEE SHEETS J3 b J4 Zi 51 41 30 45 31 42 55 _ m ri FOR SPACING I I I I I 41 51 FOR 5PACING d Z< as J I I I I I I Wz 36 g 45 31 42 55 � qoa � W m — 33 50 18 • a M • N ••• • • E E • • • I I 18 55 32 31 I I I •••••• N s •• • •.i� 5 a�.•g W • • w I I I I 18 55 32 31 I I •• • e ? p <•�" N o • •••i • N•a•€• � 37 37 . . .. •W EXTERIOR • • • • 2" D. L.O. 2" D. L.O. 2" D. L.O. 2 ° PANEL WIDTH 114 1 SHIM . FRAME WIDTH 1 /4l AX. SHIM D6 DETAIL DI6 DETAIL ID6 DETAIL ID3GA DETAIL a STANDARD INTERLOCK (LEVEL 1) SHOWN. +�++ 5EE 5HEET K I FOR LEVEL 2 AND 3 Wy���� REINFORCEMENT. Na * AD16-29 Of FOUR (4) TRACK DOOR DETAILS �'4,FSg�R���P�'��`� D6 31 OF 47 June 23rd. 2017 D.L.O. 1 2" 1 D.L.O. 1 3 3/4' 1 1 3 1 111 G" 16 DETAIL D7 STANDARD INTERLOCK (LEVEL 1) SHOWN. 5EE SHEET KI FOR LEVEL 2 AND 3 REINFORCEMENT. f 7 DETAIL D7 FOUR (4) TRACK DOOR DETAILS — FOR ANCHOR, 5EE 5HEET J4 �m Z H tv N ao Z � 0.4 • w e Z'U o Z t8 W 44 1 V • I REINFORCEMENT � n REQUIRED FOR a0 LEVEL 3 ONLY X • • F • •.•••• •• • • o 04?0••t ti U H • • • ((d) •(A •� •••••• I • z 0 <•d • • • I Q • 41so 0 •3I� • • • p i• •, as • W �, 18 DETAIL D7 �: EL` #559C5 " sw * AD 29 June 23rd. 2017 �m V o� n TYPICAL ANCHOR PANEL WIDTH Z a SEE 5HEET5 13 AND J4 50 i H FO,5 5PACING Z 57 56 46 _ 27 45 42 55 W N z Z u; C7 z g W N� o ED > 0 0 i I 45 22 42 55 I m y 59 • •••••• •• •••••• :• • • o •••••� • •••• • Z 3: N 4 10 18 55 22 18 55 1 • 39 • • N 0 �•3i� ••• •• �� EXTERIOR • • • N •�• 2" D.L.O. 2' . • . • • . o •W W 3 3/4• D.L.O. PANEL WIDTH D.L.O. I/4 AX. FRAM_E_WIDTH 5HIM DETAIL 2D8 DETAIL 221 DETAIL D8 STANDARD INTERLOCK (LEVEL 1) SHOWN. SEE SHEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. N .., OW Na a w w a. AD16-29 THREE (3) TRACK DOOR DETAILS 0 atop.•D8 p`•f,,�33 OF 47 June 23rd, 2017 n4 7 7/8' ? �' N N �p TYPICAL ANCHOR TYPICAL ANCHOR n 2 a 2" 5EE 5HEET5 J3 4 J4 SEE 5HEET5 J3 4 J4 z ar • FOR SPACING FOR 5PACING W coe W 0 H z_ 6 Cl z W � N� o 0 s� Vl C 23 50 10 M 10 M m B e . U U 'EE G �o �o N NN • • • •W •cam 27 46 57 48 27 26 46 4 46 4 • • • • • • cl) EXTERIOR • • • g's • • • • . • • • G •3.Li.7 ip D.L.O. 1 3 11/16' 1 33/4" D.L.O. I" 1 i/16' D.L.O. 33/4' �i' •�•• •W•••� • PANEL WIDTH II/2� PANEL WIDTH PANEL WIDTH • • • • • • • • • • • • • • • • • FRAME WIDTH 1/4 AX. FRAME WIDTH • W4 00 • • • • • SHIM 5HIM • • • D9 DETAIL D9 DETAIL D9 DETAIL g �s .wu � LEVEL I REINFORCEMENT SHOWN. FOR REINFORCEMENT OPTIONS, No 5�6� SEE SHEET Il * z * AD16-29 ' pF THREE (3) TRACK DOOR DETAILS ,�� a�pP.,,�s� D9 �`ss 340 47 June 23rd. 2017 Mm V oN Z c�ia TYPICAL ANCHOR PANEL WIDTH y FO1e9 SEE EET5 13 J4 m R5P50 ZSHACING F p;r.; • 57 56 46 _ 33 45 31 32 42 55 W y e W Z N Z U z z Bm W NN o B } o ( I 45 31 42 55 I 4 10 18 18 55 •�••• 41 ��•••• •� ;� EXTERIOR ,..... .... .3•fyi 2' D.L.O. 2' •• •• •• • •�••• • 3 3/4' D.L.O. PANEL WIDTH I• D.O.O. • • • • • • • • i/4J4AX. FRAME WIDTH 5HIM 0 25o DETAIL 26D DETAIL 27D DETAIL STANDARD INTERLOCK (LEVEL 1) SHOWN. �a SEE SHEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. Np AD16-29 THREE (3) TRACK DOOR DETAILS D10 ��� FS8 P�•��, 35 OF 47 June 23rd, 2017 5EE 5HEET J I t J2 FOR t;m JAMB OPTION d V S� i 7 7/&' CAPACITIES 2 NN .� TYPICAL ANCHOR 3 3/4' i $N 2• 5EE SHEETS J3 E J4 50 it Z j d 6 $ FOR SPACING 27 46 57 58 W " e --�_ W o g Zo � z gm W N O 23 50 10 M m B EE - C <o N •• • • • • •••••• Wtu 0 V • F' •u• F( Z C7 •3 j'a.� 33 46 57 48 33 30 46 4 10 5 • 6 •24 EXTERIOR . • • Mid D.L.O. 31MG" 33/4' D.L.O. I' I I/IG" •••• • ••• • •M • D.L.O. v W • PANEL WIDTH 121 PANEL WIDTH • • • • • • • w • • • • • • PANEL WIDTH • • FRAME WIDTH 11141 AX. 5 IM FRAME WIDTH I/4 AY.• • • • 5HIM 28 DETAIL 29 DETAIL FREESTANDING JAMB FOR 3 TRACK5 OPTION DII II �a .uul go 5 o•,w.cw AD16-29 F 0i •O Uf- D11 THREE (3) TRACK DOOR DETAILS �'�aFss p'�'.•`' 360F47 June 23rd, 2017 Mm m oQ z 2" FOR ANCHOR, FOR ANCHOR, Z a 5EE 5HEET J4 SEE SHEET J4 ee 45 22 21 9 45 31 32 9 Z F a� • w rn mo 8 Z o q y o I i Z a "� q 18�ZA(7 �i 18� } s� E ---------- 44— 44 2 m� REINFORCEMENT REINFORCEMENT REQUIRED FOR REQUIRED FOR 7I LEVEL 3 ONLY LEVEL 3 ONLY E • • o • d ar D.L.O. D.L.O. •••••• •••••• i•�< e PANEL WIDTH PANEL WIDTH • • • • • �"�y� •••••• •••• o•d C9 W • 30 DETAIL 31 DETAIL • • • th • D12 D12 •••••• • • • • • yea .Liars } , m CF .•'2 THREE (3) TRACK DOOR DETAILS of�' June 23rd, 2017 n TYPICAL ANCHOR TYPICAL ANCHOR 2' FOR ANCHOR, Z w Dd SEE SHEETS J3 4 J4 5EE 5HEET5 J3 4 J4 FOR SPACING 50 FOR SPACING SEE SHEET J4 Z ` F dr o 55 14 26 45 27 57 56 14 45 22 21 9 s --� W Z _ 2 0 m I E Z 1 a I <oi 6 M D. � s . — _ 44 m FORCEMENT U 0 WED FOR oD oLn :fJVL3ONLY zo zo 10 45 53 ( I • •••• K •••• 46 10 • • • o • DO • • • I° MOP, 33/4' •••• • •• ai•�•Yr•� •••i • • Cg7 pj �i- I I/IG" PANEL WIDTH 1 I/4' D.L.O. •••• • :••••• oo •�• � F •••••• •••• oji gam I /4 AX. FRAME WIDTH I AX. PANEL WIDTH • • • • • • • • • • • • W • i • SHIM SHIM • 32 DETAIL • • • • •••••• 33 DETAIL 34 ETAS 13 • • • Vol * AD16-29 Of ; 2 TWO (2) TRACK DOOR DETAILS '•.,����� ioP���o D13 slo 38 OF 47 June 23rd. 2017 i m V o� PANEL WIDTH 7 7/8' TYPICAL ANCHOR ? NN SEE 5HEET5 J3 4 J4 2' y �e FOP 5PACING z R$ 2' Z F d6 g 45 22 18Y 55 50 23 10 14 _ _ 56 56 15 W y z 2 u W z a !3 Lb I o • • H55 21 22 I ( 27 48 57 46 27 26 4: 55 I 46 10 • • • 16 to S • • EXTERIOR EXTERIOPG • • • • • • i m • v;I • • z g D.L.O. 2' D.L.O. 3 3/4" 3 1 1/16" D.L.O. 1" D.L.O. 3 3/4' • �3•w — z > • •••• O a LL PANEL WIDTH /2 PANEL WIDTH I I/16" PANEL WIDTH • • • • z E • • • • o •• •• • • p •�•'�•� FRAME WIDTH 1/4 AX. FRAME WIDTH • • • • • • 1 /4 AX• • • d SHIM • • • 5 IM w •'' • • • • •••••• 35 DETAIL 36 DETAIL 37 DETAIL FREE5TANDIN6,l�t;Q OPTION. . • • 14 14 14 • so • • STANDARD INTERLOCK (LEVEL 1) SHOWN. SEE SHEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. Ao `A µAN. Na 5 ww.c«a * AD16-29 ,�'•� l aOf't�0 D14 TWO (2) TRACK DOOR DETAILS 84"1 , 380F47 June 23rd, 2017 TVPI!'AI AAV'HnP 38 DETAIL 39 DETAIL 15 D15 TWO (2) TRACK DOOR DETAILS �m ci am � Z' Z 6W FOR ANCHOR, (.0 8.0 J4 5EE SHEET A 2� 45 31 3 9 ar.; LU o e • III W p $ Z / rn aiBm� IA W N o _ U 18 0 44 REINFORCEMENT (� REQUIRED FOR LEVEL 3 ONLY • •••• ••••• • • rn U • •••s s • o •p�LLW D.L.O. r•••• :••••• y •_� PANEL WIDTH • • • • • •••••• s p w �/1 • �'iI 40 DETAIL •••••• AN. µWv : * Np 5 on,w�xo w. Of D15 40 OF 47 June 23rd. 2017 PANEL WIDTH 41 DETAIL DIG STANDARD INTERLOCK (LEVEL 1) SHOWN, SEE SHEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. 7 7W a • • 30 45 55 33 48 57 46 33 I I •pe:tYPICAILANCHOA: 8 • • • • • • _ EXTERIOR ••• g • _• • EE 5HEET5 J3 4 J4 •• • OR5PACING• ). 33/4' 31I/IG° ��3• p� D.L.O. 1" •• • • • o •O a LLJF • • • • NNEL WIDTH /2j PANEL WIDTH 1 I/IS o •Z •• •• •••• o • w`}• 00*00 es FRAME WIDTH 114 AX. • j � � w • • • • • •••••• 42 DETAIL 43 DITA16 • • 0 i • • • • i 16 Tip 04 • •••••• •• • 10 TWO (2) TRACK DOOR DETAILS AD16-29 o� r2 it D16 ASS % -,ig�� 41 OF 47 June 23rd, 2017 �0.125' HEAD (3 TRACK) ES-5GD2020-001 6063-T6 2.000* —T O. 125' UNANCHORED JAMB (3 TRACK) J E5-5GD2020-005 6063-T6 in 0.125" 4.974" HEAD (2 TRACK) ES-5GD2020-01 i 6063-T6 I 6.588' 0. 125" t` m SILL (3 TRACK) E5-5GD2020-002 6063-T6 o.raa' UNANCHORED JAMB KEINF, FOR 3 TRACK E5-5GD2020-006 6005-T5 0. 148" N � O n 4.643" 51LL (2 TRACK) E5-5GD2020-012 6063-TG 0.063" O O ch 0 5o " 7 HI 511E RAISER ES-SGD2020-007 6063-TG 2.39G" 0.080' 8 3.995" O 0 O FRAME 51LL COVER (3 TRACK5) E5-5GD2020-003 6063-TG 0.063" in O N STANDARD SILL RAISER 8 E5-5GD2020-005 6063-TG 0.062" l.laz" POCKET JAMB JAMB SCREW COVER E5-5GD2020-009 6063-TG v E5-5GD2020-010 6063-TG 1 .92G' O UO 9 0 FRAME 51LL COVER (2 TRACI E5-5GD2020-013 6063- Q b•• • • JAMBbK) ••� E5-56063•-TG • 1.904' •••••• 0.100' •••••• 0.984" JAMB (2 TRACK) E5-5GD2020-01 i FALL COVER (4 TRACKS) 3b E5-5GD2020-013 6063-TG a:& No AD16-�29 OF June 23rd, 2017 2.000' m `r 0.125' 0.1 8' N o o O' _ r 7i I" %1 JAMB SCREW COVER ES-601 I 6063-T6 F- 0.120° 2.000" �HEAVY INTERLOCK REINF. E5-5GD2020-019 6063-T6 M4 V 02 Z HN ne W i 8 Z n 2 y a ] V 0 m �3j U & 0.22330" o.055' d o • • UN -ANCHORED JAMB REINF. • • •••••• •• • 15 UNANCHORED JAMB (2 TRACK) E5-5GD2020-01 5 6063-TG FOR 2 TRACK ES-5GD2020-016 GO63-T6 INTERLOCK AND LOCK5TILE SCREW COVER E5-5GD2020-018 GOG3-TG HEAVY INTERLOCK REINF. COVER • E5-5GD2020-O,2Q. • GOG j-TG • g •••••• • 0 0000 I .535' z•000 y N tO.0718" 21 o v 0.100" •••• • .....• ••.. • 0 • • 00 �� •• 1.090" �••••. m • • • v 6.o••. fn g z c•Y1•••� w Z•S O-� rl s • k REINF. FOR INTERLOCK E5-5GD2020-02I 6005-T5 INTERLOCK FOR LAMINATED GLA55 22 E5-5GD2020-022 6063-TG A5TRAGAL 23 E5-5GD2020-023 GOG3-T6 I .745' 25 BOTTOM RAIL FOR LAMINATED GLASS ES-5GD2020-025 GQQ- G I .?45" �n 1000"1 �I 3.658" �a g 0.090" � 0.094'r16 O.WAN.TOP RAIL FOR LAMINATED GLA55 6063-T6 FIXED STILE FOR LAMINATED GLA55 26 E5-5GD2020-026 6063-T6 LOCK STILE FOR LAMINATED GLA55 27 ES-SGD2020-0276063-T6'�,�SS �.�5-5GD2020-024 �ap; 43 OF 47 June 23rd, 2017 0.500" Z �i 6 }' pa Z 0) N 1.745' 0.063' J W N m 0.090 � W p N o W 2 s 0� o c} m 1.745" U FIXED STILE FOR U ' 28 TOP RAIL FOR INSULATED LAMINATED BOTTOM RAIL FOR INSULATED LAMINATED INSULATED LAMINATED 51LL RAISER - 1 20 P5F • • • •Ner ES-5GD2020-028 6063-T6 E5-5GD2020-029 6063-T6 30 E5-5GD2020-030 6063-TG 38 ES-5GD2020-040 GOG3-T 0 9 • g 0.125' o ••• 2 per" •• •• •• or• g•` •••••• • • • 3.658° • • • • • • i s•� p 2.000' a� ••• •• • o 4 • • • N•N N REINF. FOR INTERLOCK - LOCK STILE FOR INSULATED INTERLOCK FOR INSULATED 0.100, ' �so INSULATED LAMINATED GLA55 LAMINATED GLASS LAMINATED GLASS 6c�'"sex • s • • 6 • ej w 33 J •• • w E5-5GD2020-032 6063-TG ES-SGD2020-033 6063-T6 E5-SGD2020-031 6063-TG 0 0 m 8.45 1' o � o � � r — 0. 1112 4 o..wisw Hp AD16-29 JAMB - 4 TRACK O� t` HEAD 4 TRACK 34 JJ 52020 ES-SGD2020-038 6063-T6 ��.$ PARTS 44 OF 47 ESSGD20 O 034 6063-T6 035 6063-T6035 6063-T6 June 23rd, 2017 BILL Off MATERIALS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0000 • • • • • • • • 0009 • • • • • • • • • • • • • • • • • • • • • • • : • • : • : • • • • • 009000 • • • • • • .0. • • • • • • • • • • IL�F4� `�� ' `Q �P� • 14, * ' pf i. • t • i�,,,,I,ss p Pw�.��O P` �m Z y 08 Z S. W y m W 0 2 0 0 Z = `� W } IV m U aaaEppp 9 ITEM PART DE5CRIP ION MATERIAL MANUF. / REMARKS I M5GD2020-001 HEAD (3 TRAK) 60G3 TG 2 E5 55GD2020002 51LL (3 TRACK) 6063-TG - 3 E5 5GD2020003 FRJWIE SILL COVER 6063-T6 - 4 ES-5GD2020-004 JAMB (3 TRACK) GM3-TG 5 F5-5GD2020-005 rPM5TANDING JAMB (3 TRACK) 6063-CG - 6 FSSGD2020-006 UN -ANCHORED JAA/B REINFORCEMENT FOR 3 TRACK 6005-T5 7 E5-5GD2020-007 H151LLRA15ER3-1/10"IoGHT 6063-T6 - 8 f5-SGD2020-008 STANDARD 5111 RISER 2-9/ i W HEIGHT 6063-T6 - 9 E5-5GD2020009 POCKET JAMB 6063-T6 - 10 E5-5GO2020-010 JAMB SCREW COVER 6%3-TG - II E5-5G02020-0II HEAD 2TRACK 60G3-T6 - 12 E5-5GD2020-0 i 2 SILL 2 TRACK 6063-TG 13 ES5G02020-013 FRAME 511 COVER 6063-TG - 14 E5-5GD2020-014 JAMB (2 TRACK) 6063-T6 15 E5-SGD2020-015 FREESTANDING JAMB (2 TRACK) GM3-TG 16 E5SGD2020-0 I G FREESTANDING JAMB REINFORCEMENT FOR 2 TRACK 60G3-TG 17 E5-601 1 JAMB 5CRRV COVER "3Tr- 16 ESSGD2020-018 INTERI CK AND LOCK 5TILE SCREW COVER, GOG3-TG 19 ES5GC/2020-019 HEAVY INTERLOCK REINFORCEMENT 60O5-TS - 20 E5-5GD2020-020 HEAVY INTERLOCK RENFORCEMENT COVER GOG3-TG 21 E5-5GD2020-021 REINFORCEMENT FOR INTERLOCK 6005-T5 - 22 C5-5G02020-022 INTERLOCK fOR1AMINATED GlA55 6005-T5 „f 8 8 N g T5 Z N 03 a NQ Lll • • • • • • • • • • • • • • • u r •^• A •. V 3_ g• r ('j� Q <� Z n SY it•,{ S • • (F�i W 23 E5-SGD2020-023 ASTRAGAL 6005-T5 - 24 E5.5GD2020-024 TOP PAL FOR LAMINATED GLA55 G063-TG - 25 ES-5GD2020-025 BOTTOM RAIL FOR LAMINATED GLA55 6OG3-T6 - 26 ES-SGD2020-0LAMINATED26 FIXED STILE FOR LAMINATED GIA99 6063-T6 27 E5-5GD2020-027 LOCK 5TILE FOR LAMINATED GIA95 G063-TG 26 E5-5GD2020-026 TOP RAIL FOBOTR IN5ULATED LAMINATED CAA55 TOM RAI: FOKIN5ULATED :d/55 fIXCU STILE FOR IN5ULATCO LAMINATED G1A55 G063-TG 29 F5-5GD2020-029 GOG3-TG - 30 ES-030 PSSGD2020-031 60G3-T6 - 31 INTERLOCK fOR INSULATED IAMINA'�LD GLA55 REINFORCEMENT FOR III ERLOCK IN5ULATEO LAMINATED GLA55 LOCK STRL fOR INSUUTED LMgNATFil GLASS 6063-T6 - 32 E35GU2020-032 6005-T5 33 E95GD2020-033 G063-T6 GOG3-TG - 34 M5GD2020-034 HEAD (4 TRACK) 35 E5-5GD2020-035 5Rl (4 TRACK) 6063-T6 - 36 E5-5GD2020-036 FRAME 51LL COVER (4 TRACK) G063-TG - 37 E5.5.•2020-037 JAMB (4 TRACK) 6063-TG - 38 E5-56DZ020.040 SILL RA15ER 4-311 G' HEIGHT 60G3-TG - 39 E52020-W I M/ GLAZING GASKET FOR IINATtV GLA55 SRICONE. DURO 70 SILICONE, OURO 70 - 40 E52020 GO2 GOONG GASKET FOR LAMINATED GLA55 - 41 E52020GO3 GLAZING GA5KET FOR IN5ULATED LAMINATED GLA55 51LICAKIT DURD 70 42 E520201Q4 INTERLOCK BUMPER MACK PVC, 60 51 D 51UGONE. DUKO 70 43 E52020-G05 GLAZIRIG GA5KET FOR IN5ULATED LAMINATED INATED GLA55 44 W23221 NG 51LL. HEAD FILE POLYPROPYLENE POLYPROPYLENE - 45 W23171 NK INTEPo=FILE - 46 W2321ING INTERLOCK ASTRAGAL POLYPROPYLENE - 47 WA2L WEER101E COVER POLYPROPYLENE - - 48 OEZ 447-1 OLON FOAM ALL 5TKUC URE - 49 P501-0035-005 RECE55ED FACEPLATE 55W LOCK TWO POINT 50 P501-0035-OOD INVgUiE HANDLE 5ET - P501-00141000 - PS01-001400B - P501-O014-117 8 51 r5ol ADJUSTABLE STRIKE POLYPROPYLENE P501 -0060-000 2P - 52 5GD-1700 BUMPER 5TEEL AND RUBBER 53 1966-PRN-300055 ROLLER 5TAINLE555TRL - 54 GTT-I5006-HKA-0I-TE ROLLER ZAMAK 55 - f 10 X 1-114' P.H. SCREW FOR PANEL A55CMBLY 5T5T - yy. 56 - 012X i- 12' P.H. SCREW FOR FRAME A55EMBLY 5115T 57 - !8 X 3/4' P.H. 5LREW FOR HANDLE 5TRIKE sus; AD16-29 58 - / 10 X I - P.H. 5CREW POP, MORTISE LOCK 5T5T - 59 - 012XI•F.H.5CKEWFORBUMPER. 5T5T 60 - IIOX SCREW 5T5T - BQ� 61 - DC 791 I/4-20 % 2-1/2' PAN HEAD SCREW 12"11 5T5T - 62 DOW CORNING 791 DOJd CORNING 983 5TRUCTURAL 54LICONE SILICONE 51UCONE - - G3 DC983 45 OF 47 64 GLAZING SPACER AL'1M!NUM HEUMA June 23rd, 2017 �2 HEAD N a Z Be HEAD Z F ar • W z e N W p R HEAD 3.50 Z 0 ES-SGD2020-001 0 g o BOTTOM VIEW ��_ MEETING W o n m U • • PIN 0.190 • • , • • • s • SILICONE SPLICE • • • TOP VIEW ••,••• •• ••••,• s cr •••••R, •••• g • • • •s••,• foe* 22 Z4.1 It ..•.,• ••.. gfire Z 6 SILL •••••• • o o�►�� • • • SILL •.•••• •• • • •• • ve • • w SILL • • • \. \ ESSGD2020-001 SILICONE SPLICE TOP VIEW PIN 0A90 BOTTOM VIEW MEETING .����� � 'µAN. �'9 :* Np 5 n,.wc.n AD16-29 F 'At C � ISO 8 14 46 OF 47 June 23rd, 2017 m FRAME TOP CORNER 3 TRACK 5110WN FRAME TOP CORNER 2 TRACK SHOWN FRAME BOTTOM CORNER FRAME BOTTOM CORNER 3 TRACK SHOWN 2 TRACK SHOWN •.•..• PANEL TOP CORNER 000006 • • 0000 Ze og s • 49 � •• • i o co, • • o 41 v El ..• o S n YL..c •.. • w PANEL BOTTOM CORNER 14 0 ni 41 ltttt June 23rd. 2017 11 z m DOWSIL 795 4 K 1/4" TEMP. GLASS 1/4" TEMP. GLASS 1/2" AIR SPACE 1/2' AIR SPACE — 3/16' HEAT STREWD. CLASS 3/16' HEAT STREWD. GLASS 090' IMerloyer 090' Mterlayer SentryGlas Troslol PVB By 'Kuraray America. Inc.' SILICONE By 'Kuraroy America. Inc.' DONS iL 795 3/1C HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS SILICONE SILICONE DOWSIL 9W-DOWSIL 983 DOWSIL 795— m DOWSIL 79 DOOR LEAF DOOR LEAF 1/4" TEMP. GLASS —1/4" TEMP. CLASS 1/2' AIR SPACE 1/2' AIR SPACE 3/16' HEAT STREN'D. GLASS 3/16' HEAT STREWD. CLASS 090' IMlayer er 090' Interloyer SentryCbs Trosifol PVB By 'Kuronq America. Inc.' SILICONE By By 'Kum.y America. Inc.' DOWSIL 795 3/16' HEAT STREWD. CLASS �SIUCONE DOWSIL 795 W = 3/16' HEAT STREN'D. GLASS / DOWSIL 795 TRANSOM:/SIDEUTE GLASS TYPE 'GL' 1-3/16" OVERALL MOM. THK. P K •• •• • • • • •• • • • • TIAy:O4SI0EI:q• • • THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. MUTTERS ARE NOT REQUIRED. ES-46T THERMAL ALUMINUM OUTSBTING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEETS 2. SINGLE (O/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. SINGLE SIDELRE OR SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEETS 4 h 5. LOWER VALUES FROM TRANSOM/SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT FIRS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1fIY OR 28Y WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALT. BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, TWAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE 6: ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE I ABE[ NG TO COMPLY WITH SECTION 1709.9.2. GTAM nMF '0 A- CONTRACTOR TO BE RESPONSIBLE FOR THE SDECIION. PURCHASE AND 1-3/0" OVERALL MOM. THK. INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HEISHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED 1/2" AIR SPACE CONSISTING OF: ON THIS DOCUMENT GLAZING 01MOIW • • ` B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED eWALID IF • • • a • • • • • • • �iA' LOW PROFILE ALUMINUM SPACER ALTERED TW ANY TEAMS. • • • • • • • BRi IINGERA/ANN GMBH' C-SITE SPEC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED • • • • • • • • DIGILEER OR ARCNTECT WHIM NLL BECOME THE DIG EER OF RFLORD LE.G.R.) • • • • • • • • AROUND THE PPp��Ep/Ry�IIM�j�E�TER OF THE GLASS. P RI FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED • • • • • • • • SIJCONE ENGINEER TO THE P.CD. ENGINEER SML SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. DOWSIL 791 0-THIS PLD. SHALL BFAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF GE 2000 THE PROFESSIONAL ENGINEER OF RECORD TOUT PREPARED n. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FL #21835 tra 70M \: 6TATE OF A 1 Iu��m��_( I a o drawing no. W17-07 SURFACE APPLIED FALSE MUNnNS MAY BE USED Io Id p O t� 4' MAX. 41 3/16" FRAME WIDT 38 1/2- LEAF YAD71 31 7/16' / 11 k / i , n 11 • ly ____JL_____ \ II \ II u 1 11\ 11 u ACT , L B HEAD SILL TYPICAL ELEVATION ( x ) DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) SINGLE DOOR (X) DBMS. CLASS TYPES 'Gl' & 'C9' LOW /00.0 120.0 �417-3/16- 80.0 80.0 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• SURFACE APPLIED FALSE MUNTINS MAY BE USED 38 31 7/18' (.A= �T� D.L. OPG. %AT 3' O.C. x { BEAD/SILL <II - C n II \ u II OE x n -----L ----- J ---n------ II 11 1 1 u 11 INACTNE\ i 1 / ACTNE J MAL X. 1 8 NEAD/SIU- HEAD CORNERS SILL TYPICAL ELEVATION (xx) DOORS LOAD CAPACITY - PSF DOUBLE DOORS (XX) DOUBLE DOOR (XX) CUSS TYPES DIMS. 'CI' & 'G9' FRAME FRAME EXT.(+) INT.(- ) MUTH HEDIT 80' 98' 90.0 100.0 ASTRAGAL YTILB ➢BTAIL 'E' . ••• . ••• . . .. . • GLASS DALO.. iORMULIE: • •• • • • • 000 D.P0. WIDTH = .FRAME YADTH • 9.7501 06 DOORS) • • E (FRA& WIDTH "*1.12�/2 (XX DOORS) D.L.O. HEIGHT = FRAME HEIGHT - 9.375" . . . . . . . . . . . .. .. . . . •• .. ..• . • . •.. . . DOORS LOAD CAPACffY - PSF DOUBLE DOORS (XX) DOUBLE DOOR (XX) DIMS GLASS TYPE 'G1' FRAME YBDTFi iRAME HEIGHT EXT.(+) INT.(-) 74' 120' 60.0 80.0 ASTRAGAL STB.E DETAIL 'El' FL #21835 u 4 n z m� 0 Ii gpV $ U W affi Qw � n o S V v W � U m �w 0 M p M a: g Z3-I�6 3 z'- y Latri�sv w rry 4 4 No 7asae C R '.�•''•.. BTATE OF '•� drawing no. 41 3/16' 80' MAX. �i FRAME WIDTH n FRAME WOTH- SEE CHART BELOW o 36 11/16' n 75 1/2' MAY- D.L11� 11 D.L. OPG. O h • �+ k to 4' MAX_ MAX. 4' MAX. MAX. SURFACE APPLIED �. HEAD%SILL HEAD F HEAD/SILL HEAD F FALSE MUSED E ? 7 CORNERS .----- SILL CORNERS SILL MAY BE USED 4 v k e u u 3 t3 ii II II ;; Q •_ p ///// `� I �ui �I�I „ viva ao ac�-_=___(6) ANCHORS(4) ANCHORS zV� &'gyJ'Fn TRANSOM ENDS `JO.AT 3. O.0TRANSOMENDS ru p<r IV 11 I _ 1 C Ia g pf I N / m W I 5 ol 8UW 7N N \ i5 J 0-Me)n \ 3 Z a In 7 1 1 —1 1 , 0 - 31 7/18• v 31 7/18' �(6} ANCHORS AT D.L OPG. D.L OPG. ATG. STILE LOCATION o AT 3' O.C. 38 1/2' 38 1/2" SILL LEAF WIDTH • • • • • • • • • • • • LEAF WIDTH TYPICAL ELEVATION • • • • • • • • • TYPICAL. ELEVATION » a • •• • • • • ••• • ( o/x) • • • • • • • • • ( O/XX) o •• ••• •• • • • •• ``�71111 AUT7j�'''' ` DOORS LOAD CAPACITY - PSF ��r7�� q Y F'••. '� SINGLE DOORS WITH TRANSOM (0/X "a S 1 FRAME (O/X) CLASS TYPSS • • • • • • • • • • No. DIMS. 'GL' k 'G3' • • • • • • • • • • • • • • • • • FRAME I FRAME EXT.(+) WIDTH HE04• • •• • % • • • :�•.. $ TATE OF '.� drawing` no. 41-3/18' 134• eo.o 100.0 • • • • • • • • • '�i`'' I a'•` A W17-07 ,��aro....�,. FL #21835 �!��II�A�-1 y sheet 3 ot15 c }I ! I \ 11 vl 1'I1 II RHCfIME\ I i4 � ACTIVE -- • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOORS LOAD CAPACITY -PSF DOUB18 DOORS WITH TRANSOM (0/ICX) FRAME (O/XX) CIdSS TYPES DIMS. •G3' FRAME FRAME WIDTH IIEICA1f eo• szs szs 72• ,34' 79.8 79.8 e6• Ilo.o 100.0 ^• 3 1 Z q$� SKXUTE FRAME WIDTH S 1 m L o 35 1/2' y 3 3 1/2- D.L.O. WIDTH mSURFACE F r�FALSE MAY BE N II 8 VVV a ----TI z a: 3g H ii �o$177 = R • \ W m __= m 4 n --n----- b p 0 II y� 11 p 11 W = 0 O II I W JVJ L I I H � IVA ra � ____L-___ F N ___tt____ (/I N Y h ii 3rn„1n II Z I __ jj 3ir z�n^ 4• MAX. MAX. G W k' HEAD/SILL HEAD CORNFR9 SAL ANCHORS T LEAF WIDTH TYPICAL ELEVATIOa TYPICAL ELEVATION `o ( 0) ( O—xx—o) _ U b SIDELUE LOAD CAPACITY - PSF STATIONARY PANEL (0) • • • • • • • • • • • • • • • • • • • • • c b SIDELITE (0) THRESHOLD TYPE • • • • • • • • • •p o DIMS. STD. SILL • • • • • • • • • • • o FRAME FRAME WIDTH NEI" 1 D.L.O. HEIGHT SIDELITE = FRAME HEIGHT - 4. • . • • • • • • • • - $- >< ( ) 5P • •• • •• • • • D.LO. WIDTH (SIDE LfTE) =FRAME WIDTH - 4.50•0 • • • • • • • • "�� .• lTAiE OF .!(/�� drawing ` no. FL #21835 ��i��T�INAL1`��`� sheet 4 oT 15 _.- FRAME WIDTH MUIPItlIS eE .._._... 40• W. 40' -- SIDELITE WIDTH DOOR FRAME WIDTH SIDELRE WIDfH�- 3S 1/2- 35 1/z• �� D.L.O. wIOTH L.O. WIDTH USED I J It 11 II u u \ ii / INACTIVE\ I I / ACTNE 4- MAX. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DRSIGN LOAD CAPACITY - PSF DOOR TO SOEl11E SIDE n V80T1I INCHES FRAME HFJCHT WCHES SDJEIITE MULLION EXT.(+) INT.(-) 18 24 30 36 40 42 82 90.0 100.0 100.0 90.0 90.0 100.0 90.0 100.0 90.0 100.0 85.7 95.2 to 24 30 36 40 42 64 90.0 1DO.0 90.0 100.0 90.0 100.0 90.0 100.0 90.0 100.0 66.7 T 953 to 24 30 36 40 42 90 100.0 100.0 1 DO.0 P-7 100.0 100.0 95.2 18 24 30 36 40 98 100.0 100.0 90.0 90.0 1 DO.0 90.0 100.0 90.0 1DO.0 �j �dJ • l� ��a 11 NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 4. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR DOOR/SIDELITE AIUWON CHART WILL APPLY TO ENTIRE SYSTEM. •• ••• • • • • • •• • • • • • • • • • .. DOUBLE (XX) DOOR WIDl ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • / K J / \ G B \ DOOR FRAME WIDTH SWELITE WIDTH _._ DELITE WIDTH ( X0ox (oxo) (xox ) ( OVERALL FRAME WHDIM OVERALL FRAME WUTH / E \ V / E \ i / \ J / \ G B \ / Ld E SIDELITE DOOR! E SIDELrrE VVIOTTHH WIDTH VIIOTH WIDTH WIOTH (O%X) (01IX0) (( XXO ) APPROVED CONFIGURATIONS u� l n_ Z 3 Q � q 1 09 O U� 0gz.4 &ogel LL I, 0 } n W JJt m JLd 0 c-4 n M n n a vio-R w L NWIL •([/�rOng� STATE OF rw sn�r s oris FL #21835 � �=!j1W��� W iL ANCHORS 0 EDGE DISf. SEErE E1EV5. FOR SPACING II ••• I _ } 0 _- w • < o F' r o W p`p U .. El E6 Q Y2 a��p O ; J K n gn � o n WEEPHOLES: R z W1 = 7-7/8' X 5/16' WEEP HOLES AT 6" FROM EACH END _ WITH PVC BAFFLE Gi o W2 = 1' X 7/16' WEEP HOLES AT 6" FROM EACH END y3� Nan' e: 0 in ir w 3 Z n rW. i ai 3 Z n W 0 Vi I(lj 5 a 12 Lj i w i F W i J I G E13 ' E13 1 i E12 � I E12 `o_ I Y2B I o � ti • Ee EJ ! Ee iR © • • • • . i 3 • • • �-� DOOR DETAILS, 0 0 7 • • 3 {-1 w 4 N • • • _• • • 4 • N I`11�{1�1111lf//ff�i c _—_ - M. TYPICAL ANCHORS • • • • • • • • TYPICAL ANCHORS Mfg/ y2 SEE ELEVS. • • • • • • • 12h • • SEE ELEVS. STATECF •<(/ ` drawingv no. FOR SPACING • • li • i-• • • FOR SPACING 12 ..,: �EDDE DISf_ j , E06E DIST. '�ii 5.�/'�•..,...�� W� % _�% FL #21835 ��5�'IIIIY�� sheet 6 of 15 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1BY OR 2BY WOOD BUCK TYPICAL ANCHORS SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ETFv. FOR SPACING 1/4' DUL CRETF-FLFY ¢c4 BY 'ELCO' (Fu-190 KSI. Fy-127 KSI) 1/4' DNA. ULTRACON SS4 410 BY 'ELCO' (Fu-190 KSI, Fy-194 KSI) 1/4' D6l ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) INTO WOOD STRUCTURES 2- MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR 28Y BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-3/8' MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 2' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 2' MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) 1/4' DUL TEKS OR SELF DRIWNG SCREWS (GRADE 5 CRS) 1/4' DIA. DRIL-FLOC SELF DRIWNG SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL;- 1/8- THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6053-T5 MIN.) (NO SHIMS) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRTTICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2- MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE 3/4' MIN. WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS fc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. IW x TYPICAL ANCHORS SEE ELEVS. FOR SPACING WOOD STRUCTURE SEE NOTE SHEET 1 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • 000 • 000 • • • • • •• • • • • • • • •• • •• • • • •... ....•.. . . . . . • • . . • • • .. .• . • • .. .. .•• . . . •.. . . METAL EDGE DIST. STRUCTURE I�F.B.C. APPROVED I I CLIPPED MlAL1D11 I I m 11 SEE SEPARATE ALW. I I Z q II 11 0 k q I�_________ _______-I f'yi - TYPICAL ANCHORS V lap SEE ELM.TYPICAL ANCHORS SEE ELEVS- FOR SPACING O Q FOR SPACING Q �! itII� ,all FL #21835 n 0 z .a X U m w Of 0 M Z�`n vi f3 WM�� DOOR DETAILS I b ` * : NIL 70592 - : : c�.,•' STATE OF ' ��` drawing no. 0 1/4- MAX. t� Ei EB E1J M2B E12 E12 E1-1 Y7 Et SHIM r Z 3 1 /4� MAX. - SHIM _ 18Y OR 29Y TYPICAL ANCHORS ACTIVE LEAF WOOD B1CN SEE NOTE EET 1 O 4 U SEE ELEV. TYPICAL ANCHORS g n C FOR SPACING SEE ELEV. �l FOR SPACING a Ag r C W W EXTERIOR ' . TYPICAL ANCHORS a E8 M19 MS w E8 E3 ES MS SEE ELEV. FOR SPACING METAL STRUCTURE E6 O.L. OPG. v gn 4 S LEAF WIDTH g ------- _ DOOR FRAME WIDTH >E J W © 0C)�n oan'; � M 1/4 MAX. E1 E8 E11 Y28 E12 1 � Z 3 J SHIY Y 3 Z L, an Y 1nN�v 1YPIfAL ANCNIORS.. .•. SEE ELEV,- INACTIVE LEAF ACTIVE LEAF FOR SPACI NG.._.. _..___._-_..ri WE8 Es EXTE �° • • • • • • • DOOR DETAILS c • • • • •—�- • • `11111t111111/It, z c EJ E8 w 20 YJ EJ q 1 0 t4a t EAF WID�1 _ • •_•—•— !Q ' BTIATE OF : drawing no. • • •• • • • • • • DDQ! FRAME VAdtti •• • • • • �i��` • .ROfe01;. \ FL #21835 �' / �aYAL ` sheet 8 or 1 . .. .. . . . .. .. ... . . . ... . . Z � 3 Q b 2 a Jr, o oo � pp E12 E73 117E ES M2E 4.1 Y7 EE NTE E13 E12 a C C gdo� INACTIVE LEAP ACTIVE LEAF i g i l J �3 EXTEVF3 2 W � rr 0 0) ') n Z3- HE ewe L.Vm3E3 F 3 Z " n IJ W M f C 0 u n • • • • • • • • • DOOR DETAILS `o 0 • • • • • • • • • ``�1-liurrrrr� io •• ••• •• • • • •• �� gg • • •• • •• • • •STATE OF r�rowing­no. W17-07 FL #21835 PlAtl��ah•et8.1015) ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. . . .•. . • . ..• . • IBY OR 28Y WOOD BUCK �'E=-• L4.. 7,J �,` — TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVS SEE E1.EVS. FOR SPACING FOR SPACING TYPICAL ANCHOR SEE ELIB FOR SPAM 1B WOOD BUC •• ••• • .. ... .. . . . .. . ... . . • . . . • • • •• • • • • • • • •• • •• • • • .... ....•.. . . . . . . . . . . . . .. • • . • . • . . . ... . . . ... . . TYPICAL ANCHORS SEE ELEVS. FOR SPACING jl F.B.C. APPROVED _______ �I; I I CUPPED LR1. I I o f Ij SEE SEPARATE APPRO(V1�AL jl I.________ ______.. p In SIDELITE DETAILS o ° 'Jill if,, E W Tom¢ SFATE OF j drawing no. no.IN —071 FL #21835 0 \� . ... . ... . . • • •• • •• • • • .. • . . . . ... . . . . . . . . . • . . . .. .. . . . .. .. ... . . . ... . . — Na. roeaz TRANSOM DETAIL SIDELITE WITH DOOR DETAIL =� xrmE of � FL #21835 4ftw 91 s Hiss 5a drawing no. W17-07 SPAT ik TYPICAL ANCHORS SEE ELEVS. FOR SPACING ' • a EDGE DIST. DOOR SILL 1BY OR 2BY WOOD BUCK ' .EDGE p� Sf:'. LTYPIGIL ANCHORS SEE ELEYS, FOR SPACING DOOR HEAD1JA1[B I TYPICAL ANCHORS SEE ELEVS. FOR SPACING 9 FOR SPACING DOOR HEAD/JAND ----------- .------------------- F B C. APPROVED MULLION k MULLION ANCHORS I SEE SEPARATE APPROVAL `------------------- TYPICAL ANCHORS SEE ELEVS. FOR SPACING DOOR HEAD/JAMB DOOR FRAME INSTALLATION DETAHS WITH STRAP ANCHOR • •• • • • • ••• • - - �a0 00 0 0 No. 70SB2 • • • • • • • • • =f 5 • • • • • • • • • • $%nOF �' drawing no. • • • • • • � 8 '��" '' S,I yy1 7-07 ,heel I I ar t_5 FL #21835 IA!;Llr` • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . -. UEDGE DISf. W TYPIG�L ANCFK)RS � � SEE ELEVS. FOR SPACING SIDS/SILLIJAYB WOOD BUCK TYPM/11. ANCHORS SEE ELEVS. FOR SPACING r TYPIM ANCHORS SEE ELEVS. FOR SPACING �E��H�D/��J� .. ... .. . • . .. • • • •• • • • • • • • •• • •• • • • ... . . . . •.. . . • • • • • • • • • • • • • • • • • • • • • • FOR SPACING SIDELM HEAD/SILL/JAMD -------------------- it F.B.C. APPROVED M ULILION h MULLION ANCHORS �I SEE SEPARATE APPROVAL II ------------------- TYPICAL ANCHORS SEE ELM. FOR SPACING 1 i_;M_ lI'm i• „I 1► N' FL #21835 NIL 701M .•' grATE OF '• LOCK SINGLE DOOR: ACTIVE I F1F: SURFACE MOUNT 9 POINT LOCK SYSTEM KEY OPERATED ON EXTERIOR AND THUMB TURN ON LEVER TYPE HANDLE AT 38' FROM BOTTOM ACTIVATES SHOOT BOLTS ENGAGING AT HEAD AND SILL / (2) SHOOT BOLTS ENCAGMG AT HEAD / (2) SHOOT BOLTS ENGAGING AT SILL I AND (5) BOLTS ENGAGING AT JAMB STILE / FASTENED WITH (2) /8 X 3/4' FH SMS / j; (1) 12-28 X 2' FH MACHINE SCREWS 6 (2) 8-36 X 1/2' FH MACHINE SCREWS \ BEEPERS AT JAMB: \ (6) SURFACE MOUNT METALLIC KEEPERS AT \ 5', 10% 24', 43% 68' AND 73' FROM BOTTOM \ FASTENED WITH \ (1) 10-32 X 5/16' FH MACHINE SCREWS (1) SURFACE MOUNT METALLIC KEEPERS AT 38' FROM BOTTOM FASTENED WITH (3) /8 X 3/4' FN SMS LOCK DOUBLE DOOR: ACTNF I m. SURFACE MOUNT 11 POINT LOCK SYSTEM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR LEVER TYPE HANDLE AT 38' FROM BOTTOM ACTIVATES (2) SHOOT BOLTS ENGAGING AT HEAD (2) SHOOT BOLTS ENGAGING AT SILL AND (5) BOLTS ENGAGING AT INACTIVE STILE FASTENED WITH (2) /8 X 3-3/16' OH MACHINE SCREWS INACTIVE 1 LAF: SURFACE MOUNT 6 POINT LOCK SYSTEM LEVER TYPE HANDLE AT 35' FROM BOTTOM ACTIVATES (2) SHOOT BOLTS ENGAGING AT HEAD (2) SHOOT BOLTS ENGAGING AT SILL AND (2) BOLTS ENGAGING AT ACTIVE STILE FASTENED WITH (2) /8 X 3-3/16' ON MACHINE SCREWS KEEPERS AT HEAD/SILL, (4) SURFACE MOUNT META= KEEPERS AT 28' AND 34' FROM DOOR FRAME ENDS FASTENED WITH (1) 1G-32 X 3/8' FH MACHINE SCREW AND NUT KEEPERS AT ASTRAGAL STILE: (5) SURFACE MOUNT METALLIC KEEPERS AT 9', 23', 52. 72' AND 87' FROM BOTTOM FASTENED WITH (1) 10-32 X 3/8' FH MACHINE SCREW AND NUT (1) SURFACE MOUNT METALLIC STRIKE PLATE AT 38' FROM BOTTOM FASTENED WITH (3) /8 X 1' FH SMS PTSM / PART / RTLgD. DESCREPMON MATRRLAL MANR./SUPPIJSR/REMARKS E1 ES-45T-501 3 DOOR FRAME HEAD/JAMB 6053-T6 - - E2 ES-45T-802 1 FRAME SILL (STD.) 6063-T6 E2.1 ES-45T-004 1 ALT. FRAME SILL 6053-T6 - E3 ES-45T-503 4 LEAF STILE 6063-T6 - E4 ES-45T-5W 1 �.� 1 ASTRAGAL STILE _ ASTRAGAL STILE 6063-T6 6063-TB - E4.1 ES-46T-501 - E5 ES-45T-010 1 NOTCH TRIM 6063-T6 - ES ES-45T-011 AS REOD. CORNER KEY 6063-TB - E7 ES-45T-505 AS ROOD. SIDELRF./TRAMSOM FRAME HEAD/SIL/JAMB 6063-T6 - E8 ES-45T-016 ES-457-019 AS REOD. AS REOD. SpEUfE/fRAHSOM SNAP CHID 6063-T6 - EH STRAP ANCHOR CLIP __-___________.. STD. THRESHOLD 6093-TB - Ei1 ES-45T-037 1 6063-76 - E12 ES-45T-024 4/ LEAF GLASS STOP (DOOR) 6063-T6 - E13 ES-45T-025 4/ LEAF CLASS STOP COVER (DOOR) _ S063-T6 - E14 ES-45T-026 4/ LEIF GLASS STOP (SIDEUTE) GLASS STOP COVER (MUM 6053-T6 6063-T6 - E15 ES-45T-027 4/ LEAF - M2 _- — ES-45T-MO AS REOD. EXTERIOR LEAF GASKET EPOM DUROMEFER 70*5 SHORE A M3 ES-P251-005A AS REED. INTERIOR LEAF GASKET SILICONE DUROMEIER 70*5 SHORE A M4 - AS REOD. SINGLE FACE TAPE (1/8' X 1/4' POLYURETHANE - M5 M6 - ES-0025-001 AS REOM SIDLE FACE TAPE_(3/16' X 3/8' POLYURETHANE 2/ LIRE SETTING BLOCKS AT 1/4 POINTS (FIX. LITE) EPDM _ DUROMETER 85*5 SNORE A M68 ES-45T-Gil AS REDD. EXIEMOR WEDGE SILICONE DUROM_ETER 70*5 SHORE A M7 80-356 2/ LITE SETTING BLOCKS AT 1/4 POINTS (DOOR) EPOM DUROMETER 80*5 SHORE A M8 0333 AS REED. CORNER JOINT DE CAST ALUMINUM - M19 A71990003 BLC - KLEMMBAN D G HINGES ALUMINUM - M20 1073 - 20 MM OFFSET POLYAMIDE M22 P6304FK AS RED. 4' ADHESIVE PILE PAD (1/2' X 1/2' PILE - M23 WPSA-NI - WEEP PAD (3/4' X 3/4' X 2' LONG) RETICULATED FOWL 3OPP1 FOAM, AT WEEP HOLES M24 WAX - WEEP HOLE COVER RIGID PVC - M25 #12 X 1-3/4- - FRAME ASSEMBLY FASTENERS ASTRAGAL FASTENERS ST/ST .._. ST/ST ^- PH SMS PH SMS M26 /10 X 1-3/4' - U28 /8 X 5/8- - (LASS STOP FASTENERS. AT 12' O.C. ST/ST PH SMS U29 27-425 AS REED. BULB GASKET EPDM DUROMETER 65*5 SHORE A Mw - AS REOD. SHEAR CLIP, 3' LONG AT ANCHOR LOCATIONS 6063-TB - •• ••• • • • • • •• • HINGEg • • • • • • • • •EIVOMM AT .4 • • • •TOP WWSS AT 6iM4D 66' FWM 4TOP• • FASTENED TO FRAME WITH (2) 1/4-28 X 5/18' SET SCREWS AND (2) 1/4-20 X 3/8' FH MACHINE SCREWS F NED TO PAtfEL • • • ( • y4-20 /r INE SCTIIS • • • . . . .• • . . . . ALL FRAME JOINTS AND SEAMS SEALED WITH SCHNEE-MOREHEAD SM5504 ACRYL-R SEAM SEALER. .•.. .. • .... . •.. . . . •.. . . FL #21835 Nix 70M MTATE OF drarngno. s.._..� W17-07 4.500^j I' 4.500 .071 I 1.572 1.375 2.656 Ir,7 1 F L0 2.250 5.525 .150 I � I II---- 7E7 IQ n Z q 0 F• � a .080 Z � U 2.828� St8 20MM OFFSET ii��aa77 p W Y E, DOOR FRAME HEAD/JAMB OTECATHERM®66 SIDELrTE/TRANSOA7 FRAME HEAD/SILL/JAMB OF INSULBARS E9 STRAP ANCHOR CLIP SCALE 1:1 MATERIAL - POLYAMIDE TENSILE STRENGTH - 13031 PSI RATE OF BURN - .752 IN./MIN. •075 SELF IGNITION TEMP. - 793' F W C v ` a 8 4 �. 1 1.454 T- 2.281 O80 .354 1.07 4 _� I 358 1.109 FLASH TONRION TEMP. - 781'C SMOKE DENSITY - 1.63 y� 4' C p i ;l f 1.197 .999 .642 �1 .812 ki 4.455 E,2 GLASS STOP (DOOR) E14 GLASS STOP (TRANSOM/SIDEUTE) 655 •975 E2 FRAME SL.L (STD.) 2.268 .209 �i ¢ 41.454-�050.209 0801.090-� J 2.1 251 1.197 999 .082 E13 GLASS STOP COVER (DOOR) E15 GLASS STOP COVER (TRANSOM/SIDELITE) cr <�an p Q M m h.-- 4.485 E2.1 ALT. FRAME SILL 7-875 - r.687Lo I ------ 15 3 Z 4 n + tll o .070 � .705 .532 �I .100 3.531 36 rDj] .062�ie- 1.0751.550 E,1 W'STRWPING HOLDER L LEp M30 SHEAR CUP 2.848 • • • 1.750 ° u • 1.S�! 795 j--LEF2.93T7I I • s1�`i • o 0 1.362 • • • e • iJT 1.080 SIDELrrE TRANSOM SNAP CLIP ,760 .080 4.287 4.013 • ••• • 4.4.0731.274 • N0. 70892075 •453 iiiii i " • aWE OF6 ••.!�iORIDT;' O�`� Fb NOTCH TRIM .872• E. ASTRAGAL STILE �•. Es.1 ASTRAGAL STILE FL21835 .\,III 1111t sheett4oT15 • • • • • • • s • •• •• • • • •• •• ••• • • • ••• • • W 1 r_ _ e ; Z o. A all I i I n0: w• Es E8 EB re U DOOR LEAF CORNER i U •\ 3 W m �vM o ES \ \ z31 J 3z1� DOOR FRAME TOP CORNER SIDEME FRAME TOP/BOTTOM CORNER w W M i u r / •• ••• / • • • • • • • • • •• • • • • • 0 ro o • • • • • • • • • `````���Itltl/����''' • ••• • ••• • • • �_ No.706B2 o • • • • • • • • • • STATE OF drawing no. THRESHOLD CORNER FL #21835 �50( f ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i N.,a+•i, APPROVED 7Y f D'TE ZONING DEPT BLDG D PT %% 1 J O CC'.' I' I,,* , ` *A _ STATE AND C(` N + 00 000000 0 0000 0000 :09 0: 0 C� C� 00 0 :0:00: fN� MUST GAS ��� J08 AT TWE OF CTION