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REV-16-2489 F. j SEP 0 $ 2016 I g i Shores Villa e d ng Department - - Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 5,f INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201(A BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. R�-N I U- N q OBUILDING ❑ ELECTRIC ❑ ROOFING EVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 332 N E 92 Stret City Miami Shores County: Miami Dade Zip: Folio/Parcel#:1132060136460 Is the Building Historically Designated:Yes NO X Occupancy Type: R Load: Construction Type: Flood Zone: X BFE: FFE: OWNER:Name(Fee simple Titleholder):Jean-Marie & Marilyn Parel Phone#:3057547525 Address:Same as Above City: State: Zip: Tenant/Lessee Name: Phone#: Email: mparel@gmail.com CONTRACTOR: J ::Company Name: f��.(,(,1 A Phone#: %f_500- 1 � Address: 1638 �I"'�W f� _ City: 1"/ +07V State: Rz Zip: Qualifier Name:-t o �P�✓��Z� _ Phone#:Zi7 _210-51C State Certification or Registration#: _Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: eloo Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: ae o W l i1o'6 ou* -I" /, 1 L tj6 cmw -tri sk4"dwa, Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Rev1sed02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, 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 bee ivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement mus a osted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the at) enc 0f s ch posted notice, the inspection will not be approved and a reinspection fee will be charged. ` Signature Signature OWNER or AGENT ONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instr ent was acknowledged before me this 15 day of August 20 16 by day f 20 /(-- by s persona y known t w ersonally know me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: o�rnr av�� 13AR@ARA RUIIOLO < `1 nUe:.• Sign: a ' Sign: _ D ROY * * 4-- - SSION#FF106737 Print: ,. EXPIRES:AprU23,2017 Print: '-° ' oP°'' Floridallota Seal: Seal: (407)398-0153 ryServke.com *+**�+�xr+��►***x**x�*��***:****xx*x***t**x**x��:**�*�x*x�*�*:*s**r*�*x**x*+�*�*r**war**+x*�**��+**■*��*�as�*** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) REs G Miamishores Village ` Building Department ..,��„ � 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �LpRipA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/ "er Signature ate Print kane pewyLt s(�eJ,sio�l L J � B ,4 LR ML BUILDINGREVIEW I� APPROVED -------- I 0 i •. • : : : : :• �'i . ... .. . . . . . .. . . .. .. . . . . . . . . . -32- MC-- Z SAcpe-�; All . . . . . . . . . . .. .. . . . .. .. p 5 O 332 NE 92 STREET,MIAMI SHORES 9/1/2016 Pemit:WS-4-16-998 PHASE 1 PLAN LOC. WINDOWS size APPROVED pos/ REQUIRED pos NOA FASTENER 10.3 1 Laundry 2 wide case 36 X 49 70/75 / 13-0114.07 Tapcon-1/4" inspected 2 Dinette 1 wide case 18 X49 70/75 / 13-0114.07 Tapcon-1/4" inspected 2 Dinette 1 wide fixed 54 X 49 100/100 / 12-0924.02 Tapcon-1/4" Inspected 2 Dinette 1 wide case 18 X49 70/75 / 13-0114.07 Tapcon-1/4" inspected 2 Dinette mulls 50 H 75 LOAD 13-0610.03 Self tap inspected 30.3 3 Front Bed 2 wide case 52 X49 70/75 / 13-0114.07 Tapcon-1/4" inspected 15.3 4 1 Front Bed 2 wide case 36 X 49 70/75 / 13-0114.07 Tapcon-1/4" inspected 5 Front Bed 2 wide case 36 X 49 70!75 / 13-0114.07 Tapcon-1/4" inspected Pell# PLAN LOC. REVISION: / PHASE 2 25.3 10 M. Bath 1 wide case 36 x 36 70/75 /NN13-0114.07 Tapcon- 1/4" installed 10.3 9 1 M. Bed 1 wide case 36 x 50 70/75 / 13-0114.07 Tapcon- 1/4" installed 15.3 8 • M. Bed 2 wide case 36 x 50 70/75 / 13-0114.07 Tapcon- 1/4" installed 2Q3• •; 7 M. fed". 2 wide case 36 x 50 70/75 / 13-0114.07 Tapcon- 1/4" installed W..1• •0 11 �:• : Florida Rm . 2 wide case 52 X 49 70/75 / 13-0114.07 Tapcon-1/4" installed 35-90 12 Florida?RAN• 2 wide case 72 x 50 70/75 / 13-0114.07 Tapcon- 1/4" installed 10.4. .. 15'.'.1-,- 1-h4gg:0 2 wide case 52 X 49 70/75 / 13-0114.07 Tapcon- 1/4" installed 15.4• •• 14.---1. Living•. 1 wide case 36 x 50 70/75 / 13-0114.07 Tapcon-1/4" installed 2Q.+f• • 13 ... Livin�" 1 wide case 20 x 62 70/75 / 13-0114.07 Tapcon- 114" installed 3e.0l. .. 13 ... Li,6ip0... 1 wide case 20 x 62 70/75 / 13-0114.07 Tapcon-1/4" installed 25X 13 '• Luing••. 1 wide fixed 69 x 62 100/100 / 12-0924.02 Tapcon-1/4" installed 30.4 13• Living 0 mulls 50 H 75 LOAD / 13-0610.03 Self tap installed 40.4 6 Dining 1 wide case 20 x 62 70/75 / 13-0114.07 Tapcon-1/4" installed 45.4 6 Dining 1 wide case 20 x 62 70/75 / 13-0114.07 Tapcon- 1/4" installed 50.5 6 Dining 1 wide fixed 69 x 62 100/100 / 12-0924.02 Tapcon-1/4" installed 55.4 6 Dining mulls 50 H 75 LOAD / 13-0610.03 Self tap installed 25-5 18 Office 2 PANEL SGD 95 X 80 65/75 / 14-0428.05 Tapcon- 1/4" not installed 26-5 19 Office 2 PANEL SGD 95 X 80 65/75 / 14-0428.05 Tapcon- 1/4" not installed 10-5 17 Office 2 WIDE CASE 50 X 36 70/75 / 13-0114.07 Tapcon- 1/4" 1 not installed THIS FORM SHALL BE SUBMITTED ALONG WITH THE FLOOR PLAN AND ALL PRODUCT APPROVALS. r (-LL }A '' 4" '5 �1 Zvi CW aPr4� -Pamu�r- MIAMI-DY4DE IAIIALIII--DADS COUNTY,Florida PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SSV 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NUA) wmvmiamidade.eov/sera/ Pella Corporation 102 Main Street Pella,IA 50219 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 PERA— Product ERAProduct 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. PERA 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 11350 Premium Vinyl"White PV Slidin Gtass Door—L.M.I. APPROVAL DOCUMENT: Drawing No. 1691, titled "3 0 Series Premium Vinyl impact Glass Door", sheets 01 through 07 of 07, dated 10/24/2010 with the.latest revision dated 01/27/2011, prepared by W. W. Schaefer Engineering & Consulting, P. A., signed and sealed by Warren W. Schaefer, 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,series and following statement: "Miami-Dade County Product Control Approved"unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Officiaf. This NOA revises NOA No. I1-1026.19'andlrotsINt$bf ttis:pW 1, evidence pages E-1, E-2 and E--3, as well as approval document mentioned above. • . . ... The submitted documentation was revidWed tr}+'Jaime WGttseaupp.E. ... .. . . . . . . . . . . . . . . . . . .. . . • NOA No. 14-0428.05 MIAM4DADE C)UNTYIM ' • ' • Expiration Date: February 24,2016 Approval Date: June 26,2014 • Pagel . .. .. . . . .. .. i f Pella Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NDA No. 10-1124.01) 2. Drawing No. 1691, titled "350 Series Premium Vinyl impact Glass Door", sheets 01 through 07 of 07, dated 10/24/2010 with the latest revision dated 01/27/2011,prepared by W. W. Schaefer Engineering & Consulting, P. A., signed and sealed by Warren W. Schaefer,P.E. (Submitted under previous NDA No. 11-1026.15) 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,24113.2.1,TAS 202-94 along with marked—up drawings and installation diagram of Vinyl sliding glass door, prepared by Architectural Testing, Inc., Revised Test Report No. ATI A2676.01-201-18—R2, dated 01/25/2011,revised, signed and sealed by Joseph A. Reed,P. E. (Submitted under previous NOA No. 10-1124.01) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201---94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of Vicryl sliding glass door, prepared by Architectural Testing, Inc., Test Repot.t N . ATI A2676.01-201-18, dated 09/28/2010,signed and sealed by Joseph A.Reed,P. E. (Submitted under previous NDA No. 10-1124.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by W. W. Schaefer Engineering & Consulting, P. A., dated 11/18/2010, signed and sealed by Warren W. Schaefer,P.E. (Submitted under p;gviojqNQA No. 10:1124.01) � 2. Glazing complies with 1 .SrA4*-+13P0.-041 Q� Goo -a •• ••• Jaime D.Gascon,P.E. . . . . . . . . . . • •. Product Control Section Supervisor • . . NOA No. 14-0428.05 . . . . . .. . • . •• Expiration Date: February 24,2016 Approvai Date: June 26,2014 . . or . . 1 . ... Pella Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(P$RA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glassy Interlayer" dated 05/26/2010, expiring on 01/14/2012. 2. Notice of Acceptance No. 12-1017.02, issued to Quanex Building Products for"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/07/13, expiring on 12/26/2016. 3. Test report on: 1)"Standard Test Methods for Density and Specific Gravity(Relative Density) of Plastics by Displacement"per ASTM D792-08, G-1.07; 2) "Standard Test Method for Slump of Sealants" per ASTM D 2202--00, Slump<0.1 (in); 3) "Standard Test Method for Electrical Resistivity of Manufactured Carbon and Graphite Articles at Room Temperature" per ASTM C 611-98 (2010)el,Durometer after cure shore A of 50; 4) "Standard Test Method for Vulcanized Rubber and Thermoplastic Elastomers-Tension" per ASTM D412-06ae2, Tension Strength 300 psi,Modulus 400 psi and Elongation 350%; 5) "Standard Test Method for Determining Tensile Adhesion Properties of Structural Sealants"per ASTM C 1135--00(2005),Stress-Strain 45 psi at 25%and 75 psi at 50%; 6) "Standard Test Method for Low-Temperature Flexibility of Latex Sealants after Artificial Weathering" per ASTM C734-06, No cracking of loss of seal. along with PVC-AAMA 805.2-07, GROUP A,Voluntary Specification for Bonding Back-Bedding Compound, Purfect Glaze RT 82-238A/ H 91-351A by National Adhesives certified profile license by AAMA Fenestration Exterior Profile Certification Program. (Submitted under previous NOA No. 10-1124.01) F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 5" Edition (201.4), dated 04/15/2014,signed and sealed by Warren W. Schaefer,P. E. 2. Statement letter of conformance and compliance with the FBC 2010, dated 10/20/2011,signed and sealed by Warren W. Schaefer, P. E. (Submitted underprevious�•6k;V*.•1 P.-.1:i 24.15) •. . . . . . 1 Jaime D.Gascon,11.E. • ••• ••• Product Control Section Supervisor . . . . . . . .. . . • NOA No.14-0428.05 . .. . . . . . . . . • Expiration Date: February 24,2016 Approval Date: June 26,2014 . . . . . . . . . . . .. .. . . . % .. ... . . . ... . . r Pella Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNTrwm) 3. Statement letter of no financial interest and independence, dated 10/19/2010, signed and sealed by Warren W. Schaefer,P. E. (Submitted under previous NOA No. 11-1026.15) 4. Statement letter of no financial interest, conformance and compliance with the FBG-2007,dated 11/18/2010,signed and sealed by Warren W. Schaefer,P.E. (Submitted under previous NOA No, 10-1124.01) 5. Laboratory compliance letters for Test Reports No.'s ATI—A2676.01-201-18—R2, and ATI—A2676.01-201-18, issued by Architectural Testing, Inc., dated 01/25/2011 and 09/2912010, both signed and sealed by Joseph A.Reed,P. E. (Submitted under previous NOA No. 10-1124.01) 6. Proposal No. 09-1503 issued by BCCO, dated November 25,2009, signed by Ishaq Chanda,P. E. (Submitted under previous NOA No. 10-1124.01) G. OTHERS 1. Notice of Acceptance No. 11-1026.15, issued to Pella Corporation for their Series "350 Premium Vinyl Sliding Glass Door—L.M.I.", approved on 12/29/2011 and expiring on 02/24/2016. .. . . . . . ... .. V. •• ..• Jaime D.Gascon,11.E. • • • Product Control Section Supervisor . . .. . . . . . . . • • • . ' ' • NOA No. 14-0428.05 • Expiration Date: February 24,2016 Approval Date: June 26,2014 . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... g AI_ NDTES: '9 - 'IRODUCTRBVISW �9 �' I. THESE OUR SYSIm HAYS BEEN TESTE0. s� s w8vty=- wtk plo t - q� � ANAL «APPROVED(DR(IESIGH PRESSURES NOT imidi"O Cate -0428.®,� 1-a . .10 FIR EN 7N0.�4{Ey�SIfOWI'1 IN THE�1LI.O�Hf.E OESkiN \wQovtw N10 _` 2 =IS= =«OLIM0 FASTENERS MUST 95 1/2" MAX. FRAME WIDTH 95 1/2"MAX. FRAME WIDTH BE PROPERLY BESDOW«RVSDUM TD TR MSFER Wm LOANS TO UK SIRUCH}RE 2 1/2" 6- � 3. ALL 1IAtOTVBARE«FASTENERS SHAD.BE IN ACCORDANCE WH THESE maemacs•SHALL taor 6"NIX EQUAL EQUAL EQUAL EQUAL 6"MAX. 6"MAX. EQUAL EQUAL EQUAL EQUAL MAX vNTr uNLE6s SltY tAFM1RlONEO DA riIE SPACING SPACWG SPACING SPACING SPACING SPACING SPACIEG SPACING CMWMOS. SP CWMW AAOHOR EtMW TO GASE OR 4�BETW&MORMMO MONS sH A A4 PQR WATER,AM,WPM.CTCUC&WUM AIR PRESSURE TFSRRO M COQ WAN FLORIDA RUUM COBE FROMMUS lAS-2G1,TO2 203 FOR 6°MAX. 6" MAX. LARGE .E AWACr O . IL Tt�DOOR STSIEIPS HAVE IN j � j � �T ACCORW=WITH AM TffEr THE OF -THE FLORINA Bl11WM coo ow) FRfAt 21 M 21 & MUM �Nor WttH THESE � OUP REm 5 0� 5 T. ALL ANdiOtffi•SECIDfaVG Gm 1N P =f OF GUMS OR FRAM SHAU: �u) .-CAUSED 0 r� X Q X a PRESSURE8. OLTERdDRE P WOOD. BY 1}� - - ACOOADANCE 111D ENTBDEM FRAME SCREWS WHERE W 10 1/2° `w SCREWS WHERE �— ON WAS BmaD •• � SHOWN. SEE "FRAME MAX O.C. SHOWN SEE FRAME �i •• ANCHOR REQUIREMENTS ANCHOR REQU4R£d4ENfS • e WISEA i aLax TABLE"ON THIS SHEET n OC � � TABLE"ON THIS SHEET B 27 � •• e E c � TSmm o PROW. WDte• � FOR REQUIREMENTS. Q � FOR REQUtl�MENTS. p 20 1 O.C. • TOAD WOTAM FACTOR Of- .6 WAS UIM BBR • H MAX. O.0dw • WOOD AROM MY. ••••s•` o 23 3 4 ci , o 10.BATEBVDS,O1CIA0D'i0 BU1' i UA9TED TO STEEL a RElAROPnT •• '•S .R.THAT CODs Itn• GOTH 0� REYAD9NG W CLB' • WP v� • we B gwomw C THE , 2 41 1/4"MAX. 21 41 1 4' MAX. - •• = •.•••• DLO. ROATMG D.L.O. MRNER ••e• CLIP j ppr 5 • zip TNG wTuft • •• •Gn�T avloEe ••• ¢"NA1c 6"MAX � • PANF7.; ATi�R11EIT®, ��►s••• "? j' • • • • ••• CORNER EXTERIOR ELEVATION•. EXTERIOR ELEVATION• °° • •• • • 2 PANEL DOOR SET Stu IN A BED OF 2 PANEL DOOR t 12 1-6 i, •• ••• •••• e•• NON SEALANT PER SECTION • • THf.S SHEET (SINGLE ANCHOR ROW CONDITION) At/3 ((BLE ANCHOR ROW_CONDITION) bI CONDITION SHOWN. No"CONDITION ALSO APPLIES) ("OX" CONDITION SHOWN, "XO"CONDITION ALSO APPLIES) e_I R SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'--0" z i 5t FRAME ANCHOR REQUIREMENTS TABLE ALLOWABLE DESIGN PRESSURE F FRAME & RETAINING CLIP SCREWS (ALCONDITIONS) A MAX.FRAME ALLOWABLE PRESSURE � � Bart9�tge OPENING TYPE MINIMUM MINIMUM HEIGHT OW& (SUBSTRATE) (2)FRAME TO OPENING FASTENER TYPE EMBED EDGE Dpi. NOA9 jl_ \t pHtitlta�A ;� (IN.) POSITIVE NEGATIVE MIN. 2X6 WOOD FRAME OR &ICK 1 1/4"WTH1; (PSF) (PSF) (MIN. GR:3 &G-0.55) NO. 10 SMS OR WOOD SCREW () 3/4" FRAME SCREWS; 95 1 2" 50 50 tO d1• a MIN. 18 GA.33 KSI METAL STUD NO. 10 CR. 5 SELF TAP DRILL SCREW FULL 1/2" CUP CREWS.I"WITH H MEN. 1/8"THK A36 STEEL N0. 10 GR 5 SELF TAA/DRdl SCREW FULL 1/2" a {C MIN. 1/6"THK 6063-T5 ALUM. N0. 10 GR. 5 SELF TAPC-8O DRILL SCREW FULL 1 2" SEE SECTIONS Al & A2 FOR w MIN. CMU OR 2500 PSI CONCRETE (T)1 4"CONCRETE SCREW FRAME SCREWS 1 1/4" 2" INSTALLATION OF REINFORCEMENT MIN. 2500 PSI CONCRETE (1)3/16"CONCRETE SCREW (RETAINING 1 1/4" 2" CLIPS. CUPS ARE TO BE -Pf"Ontt�vtw 4= �h ® �� 0UP Sc3zEws POSiTIONEb 5" TO 8" OFF a S I twt, o2(d.1fi'�'" p '"\ (1)CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELGO CRETE-FLEX, RAMSEf/RED WAD TAPCONS OR HlTI KWIK-CON 9 (HARDENED STEEL OR S.S.). CENTERLINE OF MEETING AND 1�Ha (2)ALL FRAME SCREWS SHALL BE EITHER PAN HEAD OR HEX WAD SCREWS. INTERLOCK STILES. s T 7 145 7/8"MAX. FRAME WIDTH 145 7/8"MAX. FRAME WIDTH 2 1/2" 2 1/2" 8" 6" 5 6" EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL .6' 6" EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL 6" MAX• SPACING 'SPACING SPACING SPACING SPACING SPACING MAX. MAXfff2h SPACING SPACING SPACING SPACING SPACING SPACIN MAX. A A3 A4 4 4 I 6"MAX 1 21 p M 2 21 p n 2 ' 5 rn 5 � 5 w 6 R i c 0X 09 0 X 0 T z FRAME SCREWS ER w 10 1/2" mo w w R N • SEE E E MAX. O.C. � (E SCREWS WHERE REQUI28MEM1� °� SHOWN. SEE"FRAME •• ••.• w SS}Ht�EQQ 27 ANCHOR REQUIREMENTS 27 q § zs N • } PCR REQUI2t7dEP71J•t• w TABLE'ON SHEET 1 �� 20 1/2" 3 •• �Y* ; FOR REQUIREMENTS. ci • gym• •••• 4 !•• MAX. O.C. 324y 3 4 4 • • + •••• • • mac CLIP •.• � • m• • • • 41 1/4" 2 cua @@41 1/4' MAX • • • •••1�rat c •• D.LO, REIAMO tic D.L.O. • -CUP • W ar 1 11 —L cur j CLIP 6"MAX. Nst r siLL M a e • ••` EXTERIOR ELEVATION: SET Su IN A BED GF EXTERIOR ELEVATION: a SMA19T PER . SEALANT PER SECTION /3 •• � 3 PEEL DOOR SLA A1Al/33 PANEL DOOR Al/'3 d_ ,.,tsiNGLE--ANCHOR Row C NDITIO� DOUBLE ANCHOR ROW CONDITION) � 1,4101 ("X"CONDITIONAMING UFT IS SHOWN. Jt"CONDITION SUDING RIGHT ALSO APPLIES) Cr CONDITION SLIDING LEFT IS SHOWN. 'X" CONDITION SLIDING RIGHT ALSO APPLIES) i r' SCALE' 1/2" a V-0" SCALE 1/2" - 1'-0" ' $ b1VPztov $ / uswipLTRBW IDD m ✓✓ ,/J/ �ybm*vollh6roNlatdo `�� .,•""""•��r�ii�� W . • / n aceto tj �O(� Lfm C v 4`n z PRODUCrVVIMSH DAp)T°�vcAaswmlilYM8ni4U• �i AecerRvmeNu 8y 1691 sy s,t�r xa na;amltsada 2 7 s SUBSTRATE BY REINFORCEMENT CL- SUBSTRATE RE6VFORCEMENT CUP OTHERS PER OTHERS PER "FRAME ANCHOR SCREWS PER "FRAME FRAME SCREW PER ELEVATION FRAME ANCHOR SCREWS PER 'FRAME FRAME SCREW PER ELEVATION ice` ro/�nu REQUIREMENTS ANCHOR REQUIREMENTS (MAY BE POS7RONE0 AT INTERIOR REQUIREMENTS ANCHOR fQU1REMEPiTS (MAY BE POSITIONED.AT INTERIOR TABLE" TABLE"(4 PER CUP) OR EXTERIOR TRACK RUN) TABLE° TABLE. (4-PER Cl1P) OR EXTERIOR.TRACK RUN) $ i:'�: :�'•_� %i•t; 1/4" MAX. SHIM g• .��. •.i:.^.+ 1/4° MAX. SHIM :.<�r'•''>r:L3i.'s I �ATEACH ANCHOR �A7 EACH ANCHOR OTHERRS (��J ra C� OTHERS Q �JC� I • 27 SEAT.SPACE c. WITH LOW 21 (('p 8 EXPANSION SEAL SPACE FOAM AROUND WITH LOW PERIMETER OF 3fl EXPANSION 0 DOOR FRAME 37 .FOAM(.•AROUND 37 PERIMETEROF 37. • •• DOOR FRAME 37 AAODOCP126VISSD '�o i• ••t ••t••• • 18 18 BOIM��mIC��p�Flerfda zSo • Acceptmtoa �� ®� b N •• ••• •i� • • O(TERIOR � `- N�aI• • • • � � Wnuo1 � � oa rd • • •••••• p pwAftoa • •• (gip •• •• • GLAZING • 2,01" aF�AlLs4ON 2 t el-16••• • 16 • • 2 34 1/2" X 1/2" 26 •. ••• •••••• • •• 7 WEEP SLOT 16 SCREW PLUG NOTE: SCREW fo AT EA END 34 PLUGS ARE TO BE PLACED INa. • • 37 • • 21 22 OF SILL 37 ALL VISIBLE HOLES. o •• •t/R"X 3/4°fTEBP• O 9 ¢ !.� SLOT 3" FR 1i 30 AmpDravodwcmurlyrn9wure n CORNERS 1 °WEEP 0 8 1 13 1 O 23 1 ' 191 1 SLOT 4" & 48" �} FROM CORNERS Q - TJ O Y 3 �3 `��uUUir7� SEALANT BY „ SEALANT BY 104 .OTHERS .� is• r t.. OTHERS SUBSTRATE 1/¢" t t; ":.' `•r:` :. •'' ' 1/¢°MAX. BY OTHERS SHIM OR GROUT SUBSTRATE BY� SHIM OR GROUT' PER *FRAME IN BONDED WASHER OTHERS PER SILL FRM1f/SILL SCREWY O N 44ATSHER M fi� 0A S ANCHOR FRAME/SU SCREW OR SEALANT 'FRAME ANCHOR PER ELEVATION (MA REQUIREMENTS CONTINUOUS PER ELEVATION MAY REQUIRED AT EACH REQUIREMENTS CONTINUOUS BE POSITIONED AT REQUIRED AT EACH TABLE' BED OF POSITIONED AT � FASTENER TABU✓' BED OF INTERIOR OR EXTERIOR SILL FASTENER SEALANT BE INTERIOR OR TRACK RUN} EXTERIOR LOCATION. SEALANT TRACK LOCATION. REINFORCEMENT CLUr A2 REINFORCEMENT`CUP SCREWS ANCHOR�� SECTION1 SCALE: 1/2 FULL 3 SCREWS PER 'FRAME TABLE' (4 PER CLIP) SCALE T/2 FULL 3 (SINGLE ANCHOR ROW CONDITION) ANCHOR REQUIREMENTS 1691 1 (SINGLE ANCHOR ROW CONDITION) (FOR DETAIL NOT SHOWN,SEE SECTION Al/3) TABLE" (2 PER CLIP) sR'fm 3 or 7 SUBSTRATE BY SUBSTRATE BY SEE GLASS ee,r. aea OTHERS PER 2 1/2" FRAME SCREWS OTHERS PER 2 1/2° FRAME SCREWS OPTIONS BELOW- OTHERS HENKEL PERFECT 1"z ,oma!• FRAME ANCHOR MIN. PER ELEVATION "FRAME ANCHOR MIN. PER ELEVATION f GLAZE °H` HOT REQUIREMENTS REQUIREMENTS14 MELT r 1 +.. ;,•:r ,•r•E' TABL POLYURETHANE 13j16°MIN BITE O BACKBEDDING (1/2" MIN. •..�r, 1f41'MAX. , .`P•_. 1/4"MAX. GLASS SURFACE {_r SHIM AT =;e`.;'>' 'r•' SHIM AT BOND) EACH ANCHOR t}. �;+•'i' "''•` EACH ANCHOREXTERIOR 2 3 4 SEALANT BY nn SEALANT BSETTING BLOCK U OTHERS Qh11 o O a OTHERS AS REQ'D CI TYPICAL DLAZING D AIL 2 SEAL SPACE (NON-LG. CONOITION), WITH LOW SEAL SPACE Gl$SS'OPTION 1: 15J32°.LAMINATED GLASS (3/i6° as •••• • EXPANSION WITH LOON AN./0.09 DUPONT $GIf3/16"AN.) r zz • • FOAM AROUND •• ••• •••• • PERIMETER OF FOAM-AROUP7D • DOOR FRAME •• • PERIMETER OF • • • • DOUR FRAME SEE GLASS HENKEL PERFECT •• ••• •••• •• O OPTIONS BELOW- GLAZE "H"HOT v z5 N •• MELT _m • • ERIOR EXFERIOR PR R8 POLYURETHANE 1 • ••e 00000 • 0 y6�w! a 15 MK13EDDING • ••• ••••• ••••• Ba ding r 1 x 0 13/16"MIN. BITE (GLASSSURFACE n ., • p�No�B 1 mewIL ••• • •• •••••• w R'9r . w • • • •• •• BONO) ••• • •• Mit = Uvl • 19 N •• •s• • • • SETRNG BLOCK 2 3 4 0000•• • •�ONOED WASHER • • • AS REQ'D 21 • SEALANT•••• • • OR SEALANT a z • REQUIRED AT IIACH • REQUIRED AT EACH F;;5 SILL FASTERER •• SILL FASTENER n?f GLAZING DETAIL LocanoN. LOCATION. (I.G. CONDMQN) as 1 Q 1 gGI ISS OPTION 2- 1"THICK I.G. LAMINATED GLASS 1.61 /0.09DUPONT SS%3/1 TEMP. 66AN. INTERIOR)3/16"W@@Ys q it 5��w� SEALANT SEALANT BYFFOOyttgy OTHERS y OTHERS PRODUCPRBYI$SD 11111 +. obeomAyLlg%vidi tolgorwa Y ' + OR GROUT IM t J�.::;.�. `-r: ,•r t: _ AccolalarnNo ��` l�y� 1��i 04 SUBSTRATE 8Y J SUBSTRATE BY ' r i I�Do / j *�1`'' ^� OTHERS PER OTHERS PER SET SILL >n "FRAME ANCHOR 2 1 2" FRAME/SILL SCREWS "FRAME ANCHOR INA FRAME/SILL SCREWS u`�` y� ` 0 % REQUIREMENTS MR4 PER ELEVATION �QUg:EMFNiS COMINUOUS SCREWS PER ELEVATION 4 p o TABLE' SET Sill INA SECTION rA11LE" BSEAI OF SECTION AV/1mvcAaaemnPlyulsllle 3 �'> SCALE: 1/2 FAIL 4 SCALE: 1/2 FULL 4 i+tortda "R i�b,_+ CONTINUOUS 1)mo C.a Z� { ii��Y,y ,. . ..• �•� BED OF (DOUBLE ANCHOR ROW CONDITION) (DOUBLE ANCHOR ROW CONDITION) •O1 ��tll7t r1�R®1`• SEALANT (FOR DEWL NOT SHOWN, SEE SECTION A1/3) (FOR DETAIL NOT SHOWN, SEE SECTIONS Ai/3 &A2/33 1I .1691 11y SHM m 4 - 7 � r " f � 1/4"SHIM'AT FRAME WIDTH 1/4"SHIM AT FRAME WIDTH sxu men EACH ANCHOR EACH ANCHOR 1 SEAL SPACE WITH t �H LOW EXPANSION FOAM FRAME SCREWS P FRAME AROUND PERIMETER- ELEVATION SEAL SPACE WITH SCREW PER 7 OF DOOR FRAME LOW EXPANSION FOAM y: AROUND PERIMETER ELEVATION OF DOOR FRAME (MAY HE30 POSITIONED ' L AT INTERIOR SEE GLAZING OR EXTERIOR DETAILS ON 2 1/2'Y TRACK RUN) 18 SHEEP 4 MIN. E=1 a p SUBSTRATE BY OTHERS 6 PER "FRAME ANCHOR SUBSTRATE REOWREMENTS Q e,<OTHERS D TABLE" 35 34 PER •FRAME �`�� :. GQ ANCHOR :: PRODUCTREVISUD �y� ry �d 6 30 EOOTWOR REOUIRmEkns ;.t a'a :; :: EXTERIOR °S� `4f !C.1`i'G8•®S g z �i TABLE" :s ,,;.:.;. HuI p8 m SECTION SEALANT BY SECTION B ''•i':t> sEALANr er �P.M (2c�d 6 WN g ?_ OTHERS SCALE 1/2 FULL 5 OTHERS SCALE: 1/2 FULL :5 obi �:.•., (SINGLE ANCHOR ROW CONDITION) ;; .�::a (DOUBLE ANCHOR ROW tXMIDRloN) 17y FrodaotCoutso ¢ z5N • • r %� • •• �:- y (FOR DETAIL NOT SHOWN, SEE SECTION Bt/5) in c) • •••--��IRAhiE WID E• GLAZING ••• • • • 1/4"SHIM AT 1/4"SHIM AT it SEE LS ON °D •r • EACH ANCHOR EACH ANCHOR SHEET 4 28 iO • • •• •• 1 SEAL SPADE WITH 1 SEAL FACE WITH 3 LOW EXPANStON FOAM • ••• ;00, 16 • „ AROUND _;, LOW EXPANSION FOAM ••• • •• :• OF DOOR FRAME Cl c�Oj p AROUND PERIMETER • • � :•t � :•s OF DOOR FRAME3 • • • ,.. a © 4 • FRAME SCREW • 0000• PER ELEVATION cry p o • SEE GLAZING • 6 ,� ''• (MAY BE pI� �.'2 1/2' 17 z� • • S ON 4 • ,. POSITIONED AT ,. MIN. � a • • • • • • oL`" y : INTERIOR 4 •• RACK •••• RUN) p t• c EXTERIOR z i N •••• oaU v SUBSTRATE .fi FRAME EELEVA IONS SECTION KO BY OTHERS PwDoCrAuvowSCALE: 1/2 FULL 5 33 _pco ® at� % " i�:•:,:. OREIOR -•:.i s+'.,:.+:.; SUBSTRATE ;; PER 'FRAME TLj PEButwnANCHOR a&s , 'ANCHOR PER 'FRAME SEALANT • REQIREMENTSSEA�WBY OTHERS TABLEwlL6tu"PliaroOTHERS �0lda �6�D��J�� •••,�.. ` +.D'�V��>>i B a y� M 1►t SECTION SECTION SCALE: 1/2 FULL 5 SCALE, 1/2 FULL 5 (FDR DETAIL NOT SHOWN,SEE SSECTION`C1/5) Apprmadae 00 �P1YIn8wflfi • � 1 1 • 5 � 7 30 5 8 CONTINUOUS WQOD MEMBER 2 1/2" Sa +` w2lMIN � 7 16 � LESS IN THICKNESS THAN A FRAME SCREW PER ELEVATION 2X_ BUCK TO BE MIN. 5 1/2" & "FRAME ANCHOR a t`� 7 DEEP (NOT REQUIRED WHEN REQUIREMENTS TABLE" 18 SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN SUBSTRATE BY OTHERS M 35 IN SECTIONS). r PER FRAME ANCHOR 30 j REQUIREMENTS TABLE" 4 8 16 2 SEALANT?BY .i•'s EXTERIOR 30 OTHERS Qol1 _ REINFORCEMENT CLIP 7 6 O SCREWS PER 'FRAME ANCHOR REQUIREMENTS 36 fry TABLE"(4 PER CLIP PART . . SEE GLAZING #21; 2 PER CLIP PART •••• o 0 34 DETAILS ON 21 #23). SEE SECTION A2/4 • • 38 6 30 SHEET 4 FOR PART 023 AT SILL. • 0000 ••.• •p i •• • 12 •! �y� 11 PRODUcrREVISB0 0 • • • JtCTIUIV E asoomplYiogw1ih10eFlai" � �g • •••• •••• L 6' AccepmrmeTo 2K3.o q• N • 0000 9- 3 zap • • 0••••0 0••••0 EXTERKH2 � .• *:a* •••• •••• PR0mWrRBVr88D mI +/� 04 oW cp 0000 • •• •••••• OPTIONAL,_ lRECT MOUNT DETAIL. _?.W thaFt�tda • TO SUBSTRATE WITH SPACER Aaoe m -102(0. .{f. 0000 0 ftomb •• •• •• (HEAD SECTION SHOWN; SILL& SIDES ARE INSTALLED THE SAME • 666000 EXCEPT THERE ARE NO REINFORCEMENT CUPS AT THE SIDES) r •• 5.93 • • (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) +F Cartrol ••••• 0.100 1.965 (DOUBLE ROW OF FRAME ANCHORS SHOWN. SINGLE • • ROW,CONDTTTON ALSO APPLIES) 2.155 0.080 d Qom© 3.563 p 3.563 3.373 0.530 (U1 • •• 1.875 ,• U 3.563 QBE 2.325 0.100 0.100 2.125 0.100 1.250 � r 2.125 �jI60� ® r'UC] C>�`7 5.060 0.080 5 0.687 INTERLOCKSTILEPANEL) - 1.5002.1550.I00 - �-a.o6o� I 0.725-��n-�- 0.065 0.848 3� 0.320 -� O ^0.080--►15`1J 0.472 Leo-J- O7 TRACK RULER w• d 0.475 � 12 0.075 -r 11 SCREEN BRACKET 0.320 `moa `; 4 2.839 -i 0.963 0.423 A�p�prdoaylugwlUrOw y y r4 " 0.050 I 1 168 1.168 2.230 0.0500 D�) d0 0.080 0.080 � � (� •ice `�i� .� 09a @+65 SILL RISER 14 NO -I•G. D� ©+50 SILL RISER BY ,�1j�+rr��`'••• 6 rfo•7 � M rITEM # ITEM DESCRIPTION MANUFACTURER/NOTES .�x� 2.&90----� i� Mw PARTS 4.285 1 SME WHITE RIGID PIC BY SPECTUS SYSTEMS -1.615 2 STILE&RAIL WHITE E RIGID PVC BY SPECTUS SYSTEMS 1.615 3 INTERLOCK STILE ACTIVE PANEL WHITE RIGID PVC BY SPECTUS SYSTEMS 0..615 4 INTERLOCK STILE FOtEp PANEI WHITE RIGID PVC BY SPECTUS SYSTEMS 0.080 2.000 I Is 5 ASTRACAL WHITE RIM PVC BY SPECTUS—SYSTEMS 0.080 6 TRACK FILLER WHITE RIGID PVC BY SPECTUS SYSTEMS 17 (NTFRI 18 ASTRAGAL REINFORCEMENT 7 TRACK F9 LER WHITE RIGID PVC BY SPECTUS SYSTEMS 4500 8 SILL FILLER WHITE RIGID PVC BY SPECTUS SYSTEMS 18 SLE& 9 TRACK REINFORCEMENT WHITE RIGID WAC BY SPECTUS SYSTEMS 3" ANCHOR 10 INTERLOCK WHITE FWD PVC BY SPECTUS SYSTEMS LOCATIONS ' 11 SCREEN BRACKET WHITE RIGID PVC BY SPECTUS SYSTEMS 1250" Q 12 SCREEN RECOVER WHITE RIGID PVC BY SPECTUS SYSTEMS 13 465 SILL RISER(REQMIED MEN JOB REOIAII:O PoSRVE 6061—T6 ALUMINUM 2.003 DESIGN PRESSURE IS GREATER T1UW+50 PSF) 0.188° 1.250" 14 NON-4.0.GLAZING BEAD WHITE RIGID PVC BY SPECTUS SYSTEMS Q 15 I.G.GAZING BEAD WHRE RIGID PVC BY SPECTUS SYSTEMS ^ � R 16 STILE&RAIL REINFORCEMENT 6083--T6 ALUMINUM 17 INTERLOCK STILE REINFORCEMENT 6063--T6 ALUMINUM1.000 ® 1/WE1d5 P0� 0.060 18 ASTRAGAL REINFORC-EMENf 6063—T6 ALWAMM 19 3 8°SPACER -CARDINAL XL EDGE BOX SHAPED 21 FRAME RETAINING CUP �5 1 z zg� 20 WTERL ORCEMENi 1020 GALVANIZED STEEL _ $ I 21• FRAME REVMM CUP • •• 301 STAINLESS STEE1. I4.500 4.740 •: PANEL RETAIwx 301 STAINLESS STEEL f t ANCHOR a m 23 SIU.REVIIN(baiD 301 STAINLESS STEEL —� 3° IDCA*RONS a •' •'ZR 0 VENT E CUP 301 STAINLESS STEEL 1.040 0.713 ci go • 25 +50 SILL RIM(N/A WHEN/OB4Re MED POSUVE 6061—T6 ALUMINUM DESIGN PRESSURE IS GREATER JW&V PSF) 3 3/4" • • D• ROLLER�S011QLY • .LInRDWARE TRUTH 38.13.00.053 0.679 2—POINT 4k"o 0000 TRUTH 13323 ®PANEL WMING CLIP 0.0Y601.058 28 LOCK hE • • TRUTH 33184 1 _ 0 i SEALS &SEALANTS II 0.060 a • 30• PILE WEATH[RSTRIP *see** ULTRAFAB W23271 UW 4.500—-—�_ 23 RET I CLIP • 6696 •••&AIAMERRS 3" 1 21 0 CD ICA •34 N0. 6 )R / PA SELF D§LLIN�•SCREW 1 AT MID—SPAN OF EACH REINFORCED PRODUCTREMBU ba • • STILE& RAIL micaty � �� .p • •ti3•N0. 104,X# tf1•"FH SCREY► • 1 AT MID—HEIGHT OF PANEL& 16 FROM Au MU-"w No M HEAD Fc 0.539 J 36 N0. 10 X 3 5/16 SS HH SCREW 1 AT MID—H—H EIGHT OF PANEL & m" FROM �' HEAD & SILL 24 VENT SILL RETAINING (LIP 0.060 �•—Dine ro oMol 3$ 37 NO. 6 X 5/8'PH SELF DRILLING SCREW 2 PER CUP rRonvcrRevlsBO 3°b 38 NO. 6 X 1"FH SELF DRILLING SCREW 5 TOTAL 3" OF ENDS & EQUALLY SPACED iluaJlugccaoVL W u1 z o s wft Control `�i{i•s �� j� � ey 1691 SHM N. 7 oF 7 _ 1 MIAMI-DARE MIAMI-DADE COUNTY i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SIV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.cov/ecanomv Pella Corporation 102 Main Street Pella,IA 50219 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 11350 HurricaneShieie4X"Vinyl"OutrMng White PVC Casement Window—L.M.I. APPROVAL DOCUMENT:Drawing No.PELL0027,titled"Series 350 4-W'Vinyl Casement Window— Impact", sheets 1 through 13 of 13, dated 01/04/13, prepared by PTC Product Design Group,LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami—Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA 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 1189+aih to-pi m ded-to the user by the manufacturer or its distributors and shall be available for inspetgon*4 toe;oi sje�tjre request of the Building Official. This NOA consists of this page 1 and evidence 13atge Ml,ui's wb11'a?ftroval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. . . . . . . . . . . . . . . . . . .. . . Y612 .% ' NOA No,13-0114.07 Expiration Date: July 04,2018 .4. 0 0 Approval Date: July 04,2013 . ... . . Page1 . . .. .. . . . . .. .... . . 0 0.. 0 . Pella Corporation - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PELL0027, titled "Series 350 4—'h" Vinyl Casement Window — Impact", sheets 1 through 13 of 13, dated 01/04/13, prepared by PTC Product Design Group,LLC,signed and sealed by Robert J.Amoruso,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 along with marked-up drawings and installation diagram of series 350 vinyl casement window, prepared by Element Materials Technology, Des Moines, Test Report No. ESP010280P.Dade.Rev, dated 07/20/12, revised on 05/01/13, signed and sealed by Jason R. Steen,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2010, dated 12/24/12 and revised on 04/22/13,prepared by PTC Product Design Group,LLC, signed and sealed by Robert J.Amoruso,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 12-1017.02 issued to Quanex Building Products, Inc. for "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/07/13, expiring on 12/26/16. F. STATEMENTS 1. Statement letter of no financial interest, independence, conformance and complying with FBC 2010,dated 01/08/13, issued by PTC Product Design Group,LLC, signed and sealed by Robert J.Amoruso,P.E. 2. Proposal No. 12-0115 issue4 1 Y&o4ijct Control, dated March 6, 2012, signed by Manuel Perez, . ... . . . . .. . G. OTHERS •• •• ••• •• r 1. None. • • • • • • • • • • Manuel Per E. • • •• • • • • • • • • •• Product ContrOl� xa in • • • • • • • • •• • • •• NOA No. - 114.07 Expiration Date: July 04,2018 • ••• • Approval Date: July 04,2013 . . . . E . . . • . . . • . . •• •• .. .• . . ... . • . ... PELLA CORPORATION SER IES 390 4-1/2" VIA'YL CASEMENT WINDOW- IMPACT N INSTALLATIONANCHORAGE DETAILS U GENERAL NOTES: U1 INSTALLATION NOTES: 1.THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED TO THE DESIGN PRESSURE(S)STATED HEREIN AS FOLLOWS. O_ 1.1. IN COMPLIANCE WITH THE 2010 FLORIDA BUILDING CODE-SECTIONS 1609.1.2,IM 1715.5.2,1715.5.4 AND 2411.3 AND TO 1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT THE 2010 FLORIDA RESIDENTIAL CODE-SECTIONS R3012.1.2,R612.Q 8812.10,R4403.16 AND R4410.2.3. EVALUATION DOCUMENT.ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, 1.?. PERFORMANCE STANDARDS: INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER AND SIDWQ 1.2.1. TAS 201-94,LARGE MISSILE IMPACT N 1.2.2. TAS-202-94 1.2.3. TAS 203.9A 2 SEE INSTALlATIONANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR, AND/OR MANUFACTURERS ANCHOR SPECIFICATIONS,INCLUDING MINIMUM NOMINAL SIZE, �j n Q n N M64IMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM EDGE DISTANCES. a 8 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO.ESP010280P.DADE, 8 O DATED JULY 20,2012 AND ASSOCIATED LABORATORY DRAWINGS BY ELEMENT MATERIALS TECHNOLOGY,DES MOINES,IA. 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF o TESTING WAS CONDUCTED TO TAS 201-94,TAS 202-94 AND TAS 203-94. STRUCTURAL SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION • •• O PRODUCT. • • O 3.THIS PRODUCT EVALUATION DOCUMENT IS FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVI-IZ). : ••• • •• ZrO�a�a9q a • 2.2 MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND FORCE •• • • • >F 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X FRAMING AND METAL FRAMING SUBSTRATES AS A MAW RESISTING SYSTEM SUBSTRATE. • • al • WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE •••••• • �i m W F • FOUNDATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS 3.SEE SHEETS 6,8 end 7 FOR SPECIFIC ANCHOR INSTALLATION DETAILS. • kJ THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. •••••• uj w O • Z 4.ONE(1)INSTALLATION ANCHOR 18 REQUIRED AT EACH ANCHOR LOCATION SHOWN. t g�Z • 5.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE ••••• •• O THE MAXIMUM ON CENTER( • STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR S.THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE(ED)�tND_•• • ♦ 0 w • REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. D.C.)SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH TFC. �j"g TABLES ON SHEET 2 END DISTANCES AND O.C.SPACINGS LESS THAN THAT SHOWN IN TliEO••••• • Kae 6.WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THE FOLLOWINO IMPACT TABLES ON SHEET 2 ARE ACCEPTABLE. • • • • PROTECTIVE REQUIREMENTS ARE MET. 5.1. SEE ADDITIONAL NOTES ON SHEET 2. •• •• • • 8.1. HIGH VELOCITY HURRICANE ZONEEMEN: 6.MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH.SHIM WHERE SPACE OF 1116 INCH O ••••• • to 8.1.1. LARGE MISSILE IMPACT REQUIREMENTS AT HEIGHTS UP TO 30 FEET ABOVE GRADE: • • of w F- 6.1.1.1. THESE WINDOWS MEET LARGE MISSILE IMPACT REQUIREMENTS OF THE 2010 FBC,SECTION 2411.3.3.7 AND DO GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF WOOD COMPOSITE,HIGH DENT • • • O • NOT REQUIRE USE OF AN APPROVED HVHZ IMPACT PROTECTIVE SYSTEM.SEE NPLASTIC OR SIMILAR LOAD BEARING MATERIAL. O7E 3 ON SHEET 8 OF 13. •• ••• Z 6.12. SMALL MISSILE IMPACT REQUIREMENTS AT HEIGHTS EXCEEDING 30 FEET ABOVE GRADE: • • • 6.1.2.1. THESE WINDOWS MEET SMALL MISSILE IMPACT REQUIREMENTS OF THE 2010 FBC,SECTION 2411.3.3.7 WHEN G.I. FOR BLOCK,FIN 8 FLANGE FRAME INSTALLATIONS,SHIM AS REQUIREDAT EACH • • • GLAZED ON THE EXTERIOR USING SAFETY GLAZING AND DO NOT REQUIRE USE OF AN APPROVED HVFIZ IMPACT INSTALLATION ANCHOR. •• • • •• PROTECTIVE SYSTEM.SEE NOTE 4 ON SHEET 8 OF 13. 7. FOR CONCRETE BLOCK APPLICATIONS DQ NOT INSTALL INSTALLATION ANCHORS INTO MORTAR •• • • 6.2. WINDBORNE DEBRIS AREAS OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(NON-HVHZ): 6.2.1. WHEN INSTALLED IN LOCATIONS WHERE NON-HVHZ WWDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THIS JOINTS. PRODUCT DOES NOT REQUIRE USE OF AN APPROVED IMPACT PROTECTIVE SYSTEM. 8.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR APProved in eoarpl*8,ft Um 7.SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING MANUFACTURER'S INSTALLATION INSTRUCTIONS MID ANCHORS SHALL NOT BE USED IN t+lort8a.,pdd Qoft ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECTAS REQUIRED BY THE AUTHORITY HAVING SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE Rhh JURISDICTION. INSTALLATION ANCHOR SCHEDUE ON SHEET 2 �smal av1 CQt1110 8.MATERIALS: TABLE OF CONTENTS t4x ` 8.1. WINDOW FRAME MATERIAL:VINYL(PVC). SHEET SHEET DESCRIPTION 8.2. LAMINATED GLAZING INTERLAYERS Ll 8.2.1. DUPONT BUTACITE INTERLAYER MATERIAL. 1 GENERAL NOTES,INSTALLATION NOTES 8 TABLE OF CONTENTS Robert J.Amoroso,P.E. r"a PZ No.49M 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300.08a. 2 ANCHOR SCHEDULES AND OP CHART 10. DESIGNATION°X'STANDS FOR THE FOLLOWING OPERABLE SASH. 3-4 ELEVATIONS 8 ANCHOR LAYOUTS %•b�•,",,,"f MMMM� sv,�;, �pMES. 11. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY.WATERPROOFING OF THE INSTALI-FD WINDOW IS NOT 6-7 INSTALLATION SECTIONS �s V y%G ENS�.,�QG°1i PART OF THIS INSTALLATION CERTIFICATION.THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER AND/OR THE 8 GUIZO4O DETAIL AND GLAZING NOTESQ NO 49762/ O s INSTALLER. � 9 BILL OF MATERIALS "*I• 11� �' � 10 VERTICAL CROSS SECTION V T -�I VL " : STATE OF .41. SEE SHEET 2 FOR DESIGN HORIZONTAL CROSS SECTION 0.. k ACS PRESSURES. 12 COMPONENT SECTIONS �s''`•O R 1O P 0�.�`, 13 INSTALLATION CAP DETAIL AND CORNER CONSTRUCTION °��°tainil N�,, SERIES 350 CASEMENT WINDOW INSTALLATION REQUIREMENTS _ Design Glass Type Quantity of Center to Center I' Max.Size Tested Pressure Required(See Substrate Installation Type End Spacing All Anchors at Head Spacing Head& Quantity of Center to Center PSF Sheet8 Corners &Sill Sill AnchorsatJambs Spacinglambs 351/2"x 711/2" +70/-75 G3 and G4 Wood/Concrete/CMU/Metal* Clip 4" 3 13.8" 7 10.6" # 351/2"x 711/2" +70/-75 G3 and G4 Wood/Concrete/CMU/Metal" Thru-Frame 4" 3 13.8" 6 12.7" w 351/2"x 651/2" +70/-72 G1 Wood/Concrete/CMU/Metal. Clip or Thru-Frame 4" 3 13.8" 6 11.5" a 351/2"x 651/2" +70/-75 G2 Wood/Concrete/CMU/Metal* Clip or Thru-Frame 4" 3 13.8" 6 11.5" a METAL SUBSTRATES INCLUDE THE FOLLOWING: (a)20 GAUGE(0.0346"MIN.THK.)STEEL INCLUDING STEEL STUDS,ASTM A-653 STEEL,33 KSI YIELD STRENGTH STEEL OR BETTER I(b)1/8"MIN.THK.ASTM A-36 STEEL,36 KSI YIELD STRENGTH STEEL OR BETTER c 0.060"MIN.THK.6063-T5 ALUMINUM OR BETTER INSTALLATION ANCHOR SCHEDULE NOTES: na� LL MANUFACTURER 1. INSTALLATION ANCHOR SCHEDULE Fab EV r INSTALLATION FASTENER FASTENER ANCHOR CAPACITIES BASED 1.1. THIS TABLE LISTS APPROVED ANCHOR 3 O TYPE HEAD TYPE 512E SUBSTRATE AND/OR EMBEDMENT(W) EDGE DISTANCE(W) S ON SPECIFICATIONS BASED ON THE INSTALLATION TYPE SPECIFICATION AND SUBSTRATE. ITW TAPCONS(1) 1-1/2° 1-1/8" MIN.2000 PSI CONCRETE p ob 2. SERIES 360 CASEMENT WINDOW INSTALLATION REQUIREMENTS • F Li m FNw g �! ELCO ULTRACONS 1-3/8" 1° MIN.2500 PSI CONCRETE 2.1• THIS TABLE LISTS THE FOLLOWING INFORMATION. • T Z d Z CONCRETE 2.1.1. DESIGN PRESSURE(PSF). •• • • q 4 z • ELCO CRETE-FLEX SS4 2" 2° MIN.2500 PSI CONCRETE 2.12. END DISTANCE(ED)OF ANCHORS AT FRM ••• • p a m FE ENDS AS DIMENSIONED ON ELEVATION •• t!5 INSTALLATION DRAWINGS. • • • 8I a 5 • � FLAT OR HILTI KWIK-CON II 1-3/4° 1-1/8° MIN.2000 PSI CONCRETE 2.1.3. MAXIMUM O.C. ) Ri•• • 0 CLIP OR THRU- 3/16' ON CENTER SPACING FO FRAME HEX HEAD ITW TAPCONS(1) 1" 2° ANCHORS BETWEEN THE FRAME END ANCHORS Z DIMENSIONED ON ELEVATION DRAWINGS.•• •• • • o • MASONRY • ELCO ULTRACONS 1-1/4° 1° STRENGTH CONFORMANCE O.C.SPACING REQUIREMENTS. 2.1.1.1. QUANTITY OF ANCHORS BASED ON MEETO�Cj*j• •• •••m Z •� (BLOCK/CMU) TO ASTM C-90,MEDIUM 2.1.2. MAXIMUM WINDOW SIZES •••• • •• CI x H) ELCO CRETE-FLEX 554 1-1/4° 2° WEIGHT 22. ANCHOR QUANTITIES AND SPACINGS SHOWN A% rl •••• •• •••m� � BASED ON ANCHOR SPACING USED IN TESTING OR LU HILTI KWIK CON II 1° 1-1/8" REQUIRED BY LOADING AT DESIGN PRESSURE.*••*•• • 9 • 2.3. FOR WINDOW SIZES SMALLER THAN THOSE SH0W••• ANSI 818.6.1 ANCHOR QUANTITIES CAN BE REDUCED WHILE • • • • (WOOD SCREW)(2) 3/4°LATERAL MAINTAINING EDGE DISTANCE AND O.C.SPACING•• • 4R1 edalcfigDlYTsg"mw •• WOOD 1-3/8" 1/2"WITHDRAWAL WOOD WITH AMINIMUM ••• Date o�"e REQUIREMENTS. Da10 •••• SPECIFIC GRAVITY OF 055.ASME 838.6.4 (3) No (TAPPING SCREW)(2) INSTALLATION 20 GAUGE(0.0346" ASTM A-653 STEEL,33 KSI CUP, FIAT OR MIN.THK.)STEEL ASME 818.6.4 5/16" YIELD STRENGTH STEEL OR INSTALLATION PAN HEAD NO. INCIUDiNGSTEEL (TAPPINGSCREW) CUP-BENT OR FULLY PENETRATE BETTER Rot"de. P.E. STUDS SUBSTRATE WITH Florida P.E..E.No.Na 489782 THRU-FRAME 3 THREADS ASTM A-36 STEEL,36 KSI 1/8'MIN.THK.A-36 ASME BSCRE 5/16" YIELD STRENGTH STEEL OR #\T\\INMES��Nk" STEEL OR BETTER (TAPPING SCREW) PROTRUDING pQ�•JAMFS vyl��f INTERNALLY BETTER ��v�w, \CEIyB•�909�� 1/8°MIN.IN KM OR ASME B18.6A 6063-TS ALUMINUM OR `Q� e NO 49762 %0 T5 ALUMINUM OR M BETTER (TAPPING SCREW) 3/8° BETTER NOTES: IVSTATE 'cc OF �W% 1)WHEN ITW TAPCON5 ARE USED FOR CONCRETE/MASONRY INSTALLATION,THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE. e�,ri'•�A �l/� 2)FOR WOOD AND TAPPING SCREWS I NSTALLATION INTO WOOD SUBSTRATE,IF SPLITTING IS A CONCERN,DRILL 7/64'PI LOT HOLE FOR LATERAL APPU CATIONS �eFS• OR1OPS\�� AND 3/32"FOR WITHDRAWAL APPLICATIONS.SEE NOTE 3 BELOW FOR FURTHER DEFINITION. �b;0NAL 3 LATERAL 15 APPLICABLE TO INSTALLATION CUP AND THRU-FRAME*WITHDRAWAL IS APPLICABLE TO INSTALLATION CUP-BENT. SERIES 350 VINYL CASEMENT WINDOW 35 1/2" MAX. FRAME WIDTH _ r EXTERIOR VIEW 33 1/2" MAX. SASH WIDTH SEE INSTALLATION REQUIREMENTS chi BLOCK FRAME SHOWN,FLANGE AND FIN FRAMES ALSO APPROVED4" MAX. SHEET 2 FOR TYP SPACING & p 4" MAX. QTY., TYP. 4" MAX. 9 TYP. v TYP. w, 0 0 a \ Hinge A B B C 6 6altA,7 20 a j m \\ •4•••• Z \ o • \\ / 14" •• • 0 •z•• v • \ ON CENTER 0.000• m 44• • \\ TYPICAL •••i•• d Z Looking Hardware 16 \\ 69 1/2" MAX. •••••• • 0 \ SASH 0 0 0 0 Lu • HEIGHT0000•• •tv m•t� j�< - 00 Snubber 18 \ 64 3/8" MAX. i••i•i • �m n SEE INSTALLATION D.L.O.// • •• �•Be:*�t�v • REQUIREMENTS SHEET 2UJ FOR SPACING & QTY., TYP. 57 " // •••• i • •• v." • (INSTALLATION CLIP • • • ' QUANTITY SHOWN) 49 " // 71 1FRAAMEAx. • • - / HEIGHT +vpn,uca amyh3ug atm iht / no; 13*120 we 10 / "O0� 5swmt ed.Pmda / Robed J.Amoroso,P.E. / FIWW3 P.E.Na 49752 16W / �� MMES J _ / Hine eOOt�,N.�...EN@�.�.pG�,i Q: No 49752 1.0 OF D 4" MAX. NP. 1t 28 3/8" MAX. D.L.O. — INSTALLATION NS ALLA IIOR ANCHOR CHDULEARIES. �� ........ SHEET 2 • 35 1/2- MAX. FRAME WIDTH � SERIES 350 VINYL CASEMENT WINDOW EXTERIOR VIEW 33 1/2" MAX. SASH WIDTH N a BLOCK FRAME SHOWN,FLANGE AND FIN FRAMES ALSO APPROVED SEE INSTALLATION REQUIREMENTS SHEET 2 FOR v 4" MAX. SPACING & # TYP. D 4" MTYPX QTY., TYP. 4" MAX. 9 a TYP. o \ G \\ Hinge A B B C 20 K05 a 6 6aI 7 c� \\ a a � ax / \\ Snubber,' \ / ON CENTER ~ z TYPICAL • • • �' • Z Locking Hardware 1 6 \ � ••• � O o \ valot \ 65 1/2- • Fk4IE MAX.• • \ HEIt4J"•'• V SEE INSTALLATION \\ �'••• • •••I x • • REQUIREMENTS SHEET 2 58 3/8" MAX. •�••� • x FOR SPACING & QTY., TYP. D.L.O. **see* • • 53 " // 63 1/2- MAX. •••• •• g / SASH • J �g• 45 " / HEIGHT ••••. • • •E g • D / MO 30 a� F wl / RoberlJ.Mron+ao.P.E. 16 1/2" j/ O j Flava P.E.No.497V // 20 `��IAMES�. ,� • / Hinge ,��®Q;.•\,\G E NS�•.,9Gii�' No 48752 w,0• 8TATE F '��8 4 TYP. INSTALLATION ANCHOR VARIES. •oi�,�S�,UR1 ��Sj,�O' 28 3/8" MAX. D.L.O. SEE ANCHOR SCHEDULE t 15/16" SHEET 2 MIN. EDGE DIST. SUBSTRATE VARIES. INSTALLATION ANCHOR VARIES. SEE ANCHOR MIN. EDGE DIST. INSTALLATION ANCHOR o SEE ANCHOR SCHEDULE VARIES. SEE ANCHORA SCHEDULE SHEET 2 SUBSTRATE VARIES. VARIES. SEE ANCHOR VARIES. SEE ANCHOR r SHEET 2 SCHEDULE SHEET 2 SEE ANCHOR SCHEDULE SCHEDULE SHEET 2 SCHEDULE SHEEP 2 r. SHEET 2 v MIN. EMBED. APPLY EXTERIOR APPLY EXTERIOR VARIES. SEE ANCHOR SEALANT ACCORDING MIN. EMBED. SEALANTSCHEDULE TO MANUFACTURER'S VARIES. SEE ANCHOR W ACCORDING TO I SHEET 2 INSTRUCTION SCHEDULE 3 G SHEET 2 a MANUFACTURER'S J-� INSTRUCTION O O O i/SHIMAX. 1/4e IM 2 SHIM 5 0o INSTALLATION CUP 24 5 INSTALLATION CUP 24 APPLY INTERIOR SEALANTAPPLY INTERIOR SEALANT Q o (LOW EXPANSION POLYURETHANE 0 (LOW EXPANSION POLYURETHANE 'o ACCORDING 0 11 FOAM INSTALLATION 11 FOAM INSTALLATION) ACCORDING o y w (� TO MANUFACTURER'S INSTRUCTION TO MANUFACTURER'S INSTRUCTION SEE GLAZING 9 BETWEEN THE WINDOW FRAME AND SEE GING g BETWEEN THE WINDOW FRAME AND • •••g DETAIL SHEET 8 L,J BUCK TO FILL GAPS. DETAIL SHEET 8 BUCK TO FILL GAPS. • • •• m Lee (2) #8 x 1/2" PH TAPPING SCREWS PER (2) #8 x 1/2" PH TAPPING SCRt"PER • • p r • CUP THROUGH CUP HOLES 25 CUP THROUGH CUP HOLES k • • V • EXTERIOR INTERIOR EXTERIOR INTERIOR '••:•• q °'E co t� F • •0000• Z A STALLATION CROSS SECTION A STALLATION CROSS SECTION .... f FIN FRAM,CLIP IMTAU ATION •BLOCK FRAMB,CLIPIIVSTAI.LATION S •••• • HEAD SHOWN,JAMB SIMH.AR aHEAD SHOWN,JAMB SBKBAR ••••••MIN. EDGE DIST. 4, • SUBSTRATE VARIES. INSTALLATION ANCHOR VARIES. SEE ANCHOR 0••:•: • SCHEDULE SHEET 2 SEE ANCHOR SCHEDULE VARIES. SEE ANCHOR • • �• •�•� • SHEEP 2 SCHEDULE SHEEP 2 .0. •• • APPLY EXTERIOR • SEALANT ACCORDING •• • • •• TO MANUFACTURER'S 3 MIN. EMBED. •• • i - INSTRUCTION VARIES. SEE ANCHOR SCHEDULE SHEET 2 +tPFroYedaemwpWrAganhmr Plorlda tlaldbg Rpie FLUSH FLANGE 23 SHOWN O O O 1/4" MAX. ®'ede dno 2 SHIM BI g oo INSTALLATION CUP APPLY INTERIOR SEALANT 0 (LOW EXPANSION POLYURETHANE Rerltles P.E. m4 F.E. 11 FOAM INSTALLATION) ACCORDING FbPE Na a97b2 TO MANUFACTURER'S INSTRUCTION ,�ppunq�•• ' DETAILS SHEETIN8 9 p BUCK TO FILL GAPS.EN THE FRAME AND e0%1'i�v CEEN F*011 i (2) 8 x 1/2" PH TAPPING SCREWS PER 25 �O�• No 49 52 ;CEO CUP THROUGH CUP HOLES �l EXTERIOR INTERIOR a v:��' 'I�' •* 9O STATE OF A INSTALLATION CROSS SECTION v;: Fi-"'GV D SHOWN,JAMB sIM ARJON .o�,t1+s�O�At �aC,,.�• INSTALLATION ANCHOR INSTALLATION ANCHOR ZX WOOD SUBSTRATE VARIES. SEE ANCHOR SCHEDULE SHEET 2. MIN. EMBED. 2X WOOD SUBSTRATE VARIES. SEE ANCHOR SHOWN. ALSO APPLICABLE VARIES. SEE ANCHOR SHOWN. ALSO APPLICABLE SCHEDULE SHEET 2. MIN. EMBED. TO STEEL OR ALUMINUM VARIES. SEE ANCHOR SUBSTRATE. SEE ANCHOR SCHEDULE SHEET 2 TO STEEL OR ALUMINUM o SCHEDULE SHEET 2. INSTALLATION CUP 24 SUBSTRATE SEE ANCHOR SCHEDULE SHEET 2 SCHEDULE SHEET 2. INSTALLATION CLIP 24 a MIN. EDGE DIST. APPLY EXTERIOR MIN. EDGE DIST. VARIES. SEE ANCHOR SEALANT ACCORDING VARIES. SEE ANCHOR APPLY EXTERIOR SCHEDULE TO MANUFACTURER'SSCHEDULE Lu SEALANT SHEET 2 INSTRUCTION SHEET 2 O n ACCORDING TO MANUFACTURER'S l a INSTRUCTION 2 l� Q�® � SHIM 2 SHIM 5 o APPLY INTERIOR SEALANT 5 APPLY INTERIOR SEALANT C (LOW EXPANSION POLYURETHANE (LOW EXPANSION POLYURETHANE a o FOAM INSTALLATION) ACCORDING o FOAM INSTALLATION) ACCORDING e o 11 TO MANUFACTURER'S INSTRUCTION 11 TO MANUFACTURER'S INSTRUCTION a BETWEEN THE WINDOW FRAME AND BETWEEN THE WINDOW FRAME AND SEE GLAZING 9 BUCK TO FILL GAPS. SEE GLAZING 9 BUCK TO FILL GAPS. g z s DETAIL SHEET 8 DETAIL SHEET 8 [I O a A (2) #8 x 1/2" PH TAPPING SCREWS (2) #8 x 1/2" PH TAPPING SCREWS $U PER CUP THROUGH CUP HOLES 25 PER CLIP THROUGH CUP HOLES 25 p tw EXTERIOR INTERIOR EXTERIOR INTERIOR •• F tu--Luz€F Go BZ INSTALLATION CROSS SECTION B INSTALLATION CROSS SECTION••• BLOCK FRAME,BENT CLIP INSTALLATION 6 PLN FRAME,BENT CLE'INSTALLATION • • • H 6 HEAD SHOWN,JAMB SIMILAR HEAD SHOWN,JAMB SIMILAR • • • (L Z • E� • • • tea p INSTALLATION ANCHOR •••••• °j� F� �� VARIES. SEE ANCHOR SCHEDULE SHEET 2. MIN. EMBED. ••• 2X W000 SUBSTRATE ••• •• ••• m • •p SHOWN. ALSO APPLICABLE • •••• • • VARIES. SEE ANCHOR TO STEEL OR ALUMINUM SUBSTRATE. SEE ANCHOR SCHEDULE SHEET 2 •••• • •• • @ SCHEDULE SHEET 2. INSTALLATION CLIP 24 •• ••• •• ••• U) g g APPLY EXTERIOR MIN. EDGE DIST. •••••• • • SEALANT ACCORDING VARIES. SEE ANCHOR •••i•• TO MANUFACTURER'S SCHEDULE • • • • INSTRUCTION SHEET 2 O • app�dred t al�➢IY�13+M�1� • .00. • Oats al og C�A4 • FLUSH FLANGE 23 • • NO •w Q •••• SHOWN o Q -- Nil awI o41ro 1/4" MAX. 2 SHIM o 5 v a APPLY INTERIOR SEALANT Robed J.Amo ueo,P.t (LOW EXPANSION POLYURETHANE D Rarda P.e No.49M O FOAM INSTALLATION) ACCORDING ,tttgltllt/q 11 TO MANUFACTURER'S INSTRUCTION q SEE GLAZING 9 BUCKEN TO FILL GAPS.WINDOW FRAME AND EXTERIOR INTERIOR ��"A0010 GEiv.9,. DETAIL SHEET B (2) B x 1/2" PH TAPPING SCREWS 25 B ALTERNATE INSTALLATION Qf No 49752 ;o PER CLIP THROUGH CLIP HOLES al CROSS SECTION �ro EXTERIOR INTERIOR BLOCK FRAME SHOWN % �m B INSTALLATION CROSS SECTION AL77WMA TO�CIJPAND sr�OTIO MLS '�sOFSs<°RIa p�``•`a 6 FLANGE FRAME,BENT CLIP INSTALLATION HEAD SHOWN,JAMB SIMILAR HEAD SHOWN,JAMB SIMM AR SEE OTHER B SECTIONS FOR Dh"CAILS NSTALLATION ANCHOR INSTALLATION ANCHOR MIN. EDGE DIST. A MIN. EDGE DIST. VARIES. SEE ANCHOR VARIES. SEE ANCHOR VARIES. SEE ANCHOR VARIES. SEE ANCHOR SCHEDULE SHEET 2 SCHEDULE SHEET 2 SCHEDULE SHEET 2 r a SUBSTRATE VARIES. SCHEDULE SHEET 2 SUBSTRATE VARIES. N SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE SHEET 2 SHEET 2 77-7 MIN. EMBED, MIN. EMBED. APPLY EXTERIOR VARIES. SEE ANCHOR APPLY EXTERIOR VARIES. SEE ANCHOR # SFAIANT SCHEDULE SEALANT ACCORDING SCHEDULE c~i ui ACCORDING TO SHEET 2 TO MANUFACTURER'S SHEET 2 MANUFACTURER'S INSTRUCTION INSTRUCTION p 2 1/4" MAX. T 1/SHIM d SHIM 5 Q 5 oa APPLY INTERIOR SEALANT APPLY INTERIOR SEALANT b ° (LOW EXPANSION POLYURETHANE O (LOW EXPANSION POLYURETHANE o 11 FOAM INSTALLATION) ACCORDING 11 FOAM INSTALLATION) ACCORDING ° l C� TO MANUFACTURER'S INSTRUCTION zLL SEE GLAZING ^ TO NANUFACTURER'S INSTRUCTION SEE GLAZING 9 BETWEEN THE WINDOW FRAME AND • '�DETAIL SHEET 8 9 u BETWEEN THE WINDOW FRAME AND DETAIL SHEET 8 BUCK TO FILL GAPS. • • •• ••• z°BUCK TO FILL. GAPS. • w •• • • • N EXTERIOR INTERIOR EXTERIOR INTERIOR ,,,;,, •• g .Z C INSTALLATION CROSS SECTION C INSTALLATION CROSS SECTION...... •• a 0 7 BLOCK FRAME,THRU FRAME INSTALLATION FIN FRAME,THRU FRAME INSTALLATION •••• • zjig HEAD SHOWN,JAMB SBvIII.AR 7 HEAD SHOWN,JAMB SIMILAR •••04: • wa s W INSTALLATION ANCHOR MIN. EDGE DIST. •• •• • • _ • VARIES. SEE ANCHOR •••••• • SCHEDULE SHEET 2 VARIES. SEE ANCHOR • • • .n a SCHEDULE SHEET 2 • • • • ~ SUBSTRATEVARIES. • i• ••• SEE ANCHOR SCHEDULE • .0. N SHEET 2 zzz •• • • •• APPLY EXTERIOR MIN. EMBED. •• • • SEALANT ACCORDING VARIES. SEE ANCHOR TO MANUFACTURER'S INSTRUCTION SCHEDULE App7o�xd n�rnmplllu$udW Ilse Q SHEET 2 FnkllagC FLUSH FLANGE 23 p�toreOA0nu JJ• SHOWN O p oo m ml qua Pial nl 1/4" MAX. `tom 2 �� SHIM 5 APPLY INTERIOR SEALANT ftbertlA ,RF o (LOW EXPANSION POLYURETHANE Fladne P.E.No.48762 11 FOAM INSTALLATION) ACCORDINGTO pON ,,�•LtiWupy�� DETSEE AIL HEETIN8 9 C7 B�EAENOF HLL I DOWNFRAMETIAND g4vo0�Q .......... GBEN 4e: No 48782 :O% EXTERIOR INTERIOR .. STATE 3.�r'' C INSTALLATION CROSS SECTION ^J FLANGE FRAME,THRU FRAME INSTALLATION HEAD SHOWN,JAMB SIMILAR s � GLAZING DETAIL NOTES: 1. APPROVED GLAZING CONFIGURATIONS(SEE NOTES 3,4 AND 5) � a 5 U o POLYURETHANE REACTIVE 1.1. G1 =1"OA IGU LAMINATED INSULATED GLASS CONSISTING OF THE R HOTMELT GLAZING COMPOUNDS v FOLLOWING FROM EXTERIOR:1/8"ANNEALED-9/16*AIR SPACE 1/8" 15 �}�° U & ANNEALED+0.090°PVB BUTACITE BY DUPONT+1/8 ANNEALED.SEE 107 fl W NOTE 3 AND 5 BELOW. 11 — a 1.2. G2=1"OA IGU LAMINATED INSULATED GLASS CONSISTING OF THE " 9 9/16" GLASS FOLLOWING FROM EXTERIOR:1/8 TEMPERED-9/16"AIR SPACE-1/8 BITE ANNEALED+0.090"PVB BUTACITE BY DUPONT+1/8"ANNEALED.SEE NOTE 3 AND 4 BELOW. EXTERIOR INTERIOR M .� 1/8" ANNEALED 4 ° 1.3. G3=1"OA IGU LAMINATED INSULATED GLASS CONSISTING OF THE a FOLLOWING FROM EXTERIOR:3/16"ANNEALED-.7/16"AIR SPACE-1/8" 1/8- ANNEALED (G1) OR 0.090" PVB BUTACITE 3 W ANNEALED+0.090"PVB BUTACITE BY DUPONT+1/8"ANNEALED.SEE 1/8' TEMPERED (G2) BY DUPONT 9 o NOTE 3 AND 5 BELOW. SEE NOTES THIS SHEET 1/8" ANNEALED 9 � vi 1" O.A. F lu- 1.4. G4=1"OA IGU LAMINATED INSULATED GLASS CONSISTING OF THE .' FOLLOWING FROM EXTERIOR:3/16"TEMPERED-7/16"AIR SPACE-1/8" GLAZING DETAIL 1 & 2 •. z- • ANNEALED+0.090"PVB BUTACITE BY DUPONT+1/8"ANNEALED.SEE RAIL SHOWN-STILE SIMH AR : '. $4 9 0 pill NOTE 3 AND 4 BELOW. (REQUIRED ON FRAME HEIGHTS<651/2") • W @1 a�o • 2. SEE TABLE WINDOW SIZE VS.DESIGN PRESSURE ON SHEET 2 FOR .• .. • oZ • APPROVED CONFIGURATIONS.ALL SIZES IN TABLE ARE BASED ON TESTED POLYURETHANE REACTaHG•• SIZES AND DO NOT EXCEED THE MAXIMUM WINDOW AREA TESTED. U o HOTMELT GLAZING COMppj1 jVD 14 •• •• � $ 3. GLAZING DETAILS G1 G2 G3 AND G4 MEET LARGE MISSILE IMPACT 15 #000 0 " ," S REQUIREMENTS AT HEIGHTS UP TO 30 FEET ABOVE GRADE AS REQUIRED 11 ;" ' ' BY 2010 FBC,SECTION 2411.3.3.7. •••••• •• • Fa}7""�b�W7�wt�4t6c '• 4. GLAZING DETAILS G2 AND G4 MEET SMALL MISSILE IMPACT 9 9/16"BITELASSW- d Gool AM REQUIREMENTS AT HEIGHTS GREATER THAN 30 FEET ABOVE GRADE AS M REQUIRED BY 2010 FBC,SECTION 2411.3.3.77. EXTERIOR INTERIOR *72 ,._tom 5. GLAZING DETAILS G1 AND G3 DO NOT MEET SMALL MISSILE IMPACT 1/8" ANNEALED 7) REQUIREMENTS AT HEIGHTS GREATER THAN 30 FEET ABOVE GRADE AS 3/16" ANNEALED (G3) OR 0.090" PVB BUTACITE RoW J.Am 9%P.E. REQUIRED BY 2010 FBC,SECTION 2411.3.3.77. 3/16" TEMPERED (G4) -- BY DUPONT Fkdda P.E.Na 49762 �gpuuu� 6. A MINIMUM OF TWO(2)NEOPRENE SETTING BLOCKS WITH 70 TO 90 SEE NOTES THIS SHEET 1/8" ANNEALED1" O.A. ��``�JpMES.9,yeeeee SHORE A DUROMETER HARDNESS ARE REQUIRED AT BOTTOM(SILL)OF ,�e�O0�4Q:•��r•E►dSF�9Ge� GLAZING LITES MORE THAN 3 FEET IN WIDTH IN ACCORDANCE WITH 2010 GLAZING DETAIL 3 & 4 4 Q: No 49752 �o FBC,SECTION 2411.3.3.1. RAIL SHOWN-STILE SIMILAR 4 v G`��•�g� (REQUIRED ON FRAME HEIGHTS>651!2"TO 711/2") a t TATE OF :�4/1 .spO��Rt O R 1QP'd`�`�•1' seeejes�#uni BILL OF MATERIALS a ITEM NO. DESCRIPTION MATERIAL/VENDOR QTY 1 FRAME SILL MIKRON IND.,INC. 1 a 2 FRAME HEAD MIKRON IND.,INC. 1 U 3 FRAME LOCK JAMB,LEFT MIKRON IND.,INC. 1 WO 4 FRAME LOCK JAMB,RIGHT MIKRON IND.,INC. 1 a 5 SASH TOP RAIL MIKRON IND.,INC. 1 6 SASH BOTTOM RAIL MIKRON IND.,INC. 1 7 SASH STILE,LOCK MIKRON IND.,INC. 1 8 SASH STILE,HINGE MIKRON IND.,INC. 9 a u_ f O 8 GLAZING SEE GLAZING DETAIL 1 c o m SHEETS • •• - • • 10 1°GLAZING BEAD,BOTTOM RAIL,WITH WEEPS MIKRON IND.,INC. 1 i ••• • •• • 11 1°GLAZING BEAD,TOP RAIL MIKRON IND.,INC. 1 •••••• •• m t • $� z 12 1°GLAZING BEAD,STILE MIKRON IND.,INC. 2 000000 W • 13 SETTING BLOCK PVC SEE SHEET 12 AS REQ D •••••• •• •••• • 0 • 14 COMPOUND HANE REACTIVE HOTMELT GLAZING HENKEL SA AS READ •••••• • (L SSSS m • • • - k. 15 11.6MM(7/16°)STAINLESS STEEL SPACER CAROBdAL GLASS AS REQD •• •• • • d 16 MAXIM MULTIPOINT LOCK HANDLE ASSEMBLY TRUTH HARDWARE 1 • s s • • • 17 MAXIM SELF-LOCATING MULTIPOINT TIE BAR 1 ASSEMBLY TRUTH HARDWARE •• ••• : ••• • rn � TRUTH HARDWARE •• • •• :•• 18 SNUBBERS-FRAME HINGE JAMB/SASH HINGE STILE DIE CAST ZINC AS REVD COATED/STAINLESS STEEL • • 19 ENCORE ROTO OPERATOR W/CRANK TRUTH HARDWARE 1 Approved as eomplong with Wo 20 HD HINGE TRACK AND ARM.SCREW CONNECTED AT orida Inge 2O TOP AND BOTTOM SASH RAILS(NOT SHOWN IN TRUTH HARDWARE 2 NO SECTION VIEWS) Iadade Prodael 21 TPE BULB WEATHERSTRIP 6.9MM(0.27°)DIA.-AWNING AS REQ'D FRAME INTEK PLASTICS 8Y l 22 FOAM FILLED LEAF SEAL 13MM(0.50°)LONG-SASH FRAME AME36URY INDUSTRIES AS REQ'D Robed J.Amenreo,P.E. Flarda RE No.48782 23 FLANGE(OPTIONAL) MIKRON IND.,INC. 4 ,011111111/11��, � ��pMES q�oios� FLUSH FLANGE(SNAP-ON) MIKRON IND.,INC. �e Q• O i 5/8°FLANGE SNAP-ON eO04;.�,��+ENSF•.9G��, (SNAP-ON) MIKRON IND.,INC. Q. No 40752 P25 INSTALLATION CLIP SEE SHEET 12 ASREQ'D *' ��Y�(y'(��(.* #8 x 1/21 TAPPING SCREW AISI 1018 STEEL AS REQU '0� 71V'7 QCT STATE OF .k!' A ,•(t/�e ��si�l0•A,<O 2 _ 5 1`.IN JI 2 v tt 21 w 6 9 � a z a Z o • • • oz Ji EXTERIOR • .0 N .. m INTERIOR .. .. . � .�g ... s . . • . 5t 9 •• • gpiRo�cd�AmPtyia@��O • 10 ••• Florida u In02,101,(.b •••i lo,' 1 SETTING 21 NO M d CR 13 BLOCK WEEP J av 1� ��e�'d'lr %lz 6 19 21 Roberta Amonm%P.F Fkritle P.E.Na 49762 �v 22UES o . `= O oa ,��w��0`fQ,•v�GENSh.••.9GJr�i dQO 14. 49752 SO D VERTICAL CROSS SECTION s?O.•.RNVATATE OF .•�4� BLOCK FRAME SHOWN,FLANGE AND FIN '.F�•c°..A�� 10 FRAMES ALSO APPROVED s a N d' U W a � O. 8 19 INTERIOR 16 21 o a - - • o• •• Z D O ---- • �. • 1V J � •••:•• •a Fa�jmpy�•e1•� •O •••••s•: 0 5iZ • • • 21 �) 8 ❑O •••••• • S atR • N� A� �O •••••• •• •• 40 �i �� p �Q om :••:•� aAll o ®o a • . . 22 1 12 g 9 EXTERIOR s • 12 8 18 4pproa¢d sa a mplyIn irtth tb* 2 mlila ! ®C e E HORIZONTAL CROSS SECTION �, 11 BLOCK FRAME SHOWN,FLANGE AND FIN FRAMES By � ALSO APPROVED Rimed J.AmW ,RE FWWs P.E. 'M.48762 �o��Q4�pMES gM�i�i giS�,�g1G��' Q. No 49762 �'NO TATE OF �P�v S�4O R 1QQ' 6\�t4,� COMPONENT SECTIONS 2.542- .070 .542 N .070 .070 1.974 050 1.419 q05050 -�� 2.750 0050 1.762 � 1.178 w n w 1.512 O 0❑ 1.250 r!4.626 1.250 o C]Op p p 11 .070 1.028 a p .070 .070 .070 1.745 .070 4.500 b - " a Jfl- 3.055 1.476 E w ga 4.500 SASH TOP AND BOTTOM RAILS, STILES a 4.626 OOO 3 5 6 7 8 $� FIN FRAME/HEAD, SILL OR JAMB BLOCK FRAME/HEAD, SILL OR JAMB O Ep • • • g • '• 18 .055 i••i•i N� r.718 n + •• •• • • R .437 • • • • • o 285 040 � •••••• •• ••• .235 •••• • •w .645 •••••• • • •••••• s •'s �••• •• as • • •• • GLAZING BEAD i ••• 4p Plying sto•i 10 11 1© .060- .582- .030 080 71-, �582 .030 2.485 �B4t t 2.250 er .235 3X .050 RaWd J.Mar .P.E. W ±.020 s25 �P.E.RO.49� I 060 ,�O�t�JAMES 4M1ii 1__'595 `�."�F.Q:•y�C1E 13 SETTING BLOCK 650 393 ��'• No 49752 t1'o T 1.010 © .448 MATERIAL:PVC lI1' HARDNESS:SHORE A 80-90, 5/8" FLANGE (SNAP-ON) 5 87 STATE OF .k/: SHORE 0 7 © FLUSH FLANGE (SNAP-ON) �0�. i t�� WIDTH AND THICKNESS VARY ,s,��'�!�S INSTALLATION CLIP DETAIL CORNER CONSTRUCTION o 0.515"t.016 2X 0.437" w 15X 00.130" —\ 2X 0.249" �— # 6x 40.200" v 0.313" CORNER WELD a -- ® 0.938" (ALL SIDES) a. � 1.815" 1.750" I 1.563 I FRAME CORNER � a FASTENER HOLE CONSTRUCTION •• •••$u~i 0.446" SIZE: : ••• • •• , 1.726" AS REQUIRED,10 •• • : "'•• • 2.406" INCREASE HOLE SIZE •••:•• � ' IN CLIP TO ALLOW. '•'•'• �,a ,� ; • 3.969" INSTALLATION OF ••'•. 4.750" NO.10 WOODITAPING .....••• � • 0.090" 5.500" SCREWS AND 3/16" •';•'; .• ',a 6.125" CONCRETE SCREWS. CORNER WELD---/ •• •• �Z • (ALL SIDES) .. ... 0.377" 24INSTALLATION CLIP DETAILS SASH COR�JR% •• •• NZ_� •� 0.460" MATERIAL CONSTRUCTION •. • .0516±.003"HOT DIP GALV.SHEET STEEL ROCKWELL"B"65 MAX. �BPmveda+m®plytogwlt6tA� ULTIMATE STRENGTH=55 KSI MIN. �' !pe��°• YIELD STRENGTH=30 KSI MIN. s J Robert J.Aamso,P.E. FlOdd.P.E.No.68762 4A�i��i Q• O i ENSF•.9G�se� e Q•• No 976 ••�O• �'. STATE ��•�� ! mis ;Ep��,,, * v M1® MIAMI—DADE COUNTY,FLORIDA • 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 Pella Corporation 102 Main Street Pella,IA 50219 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"350 HurricaneShielde Vinyl'4'/r4nek White PVC Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. PELL0023, titled "Series 350 4%" Vinyl Fixed Window — ImpacV, sheets 1 through 8 of 8, dated 09/13/12, prepared by PTC Product Design Group, LLC, with the latest revision dated 12/31/12, signed and sealed by Robert James Amoruso,P. E., bearing the Miami—Dade County Product Control Section 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, Murray, Kentucky, 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 entia • • • . • • . • •• • . • • • INSPECTION: A copy of this entire NOA:sW: It I)rOlded' to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned . . . . above .•• . . . . .•• .• . . The submitted documentation was revidvedj: y JaIvde?+asdon,B.t. NOA No. 12-0924.02 MtAMtDADECO NTY :� ; ; ; ; •;• ; ; Expiration Date: January 17,2018 lo�,'j ;•; Approval Date: January 17,2013 .. .. .. .. Pagel ... . . . ... . . F r Pella Coraoration NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PELL0023, titled "Series 350 4%" Vinyl Fixed Window — Impact', sheets 1 through 8 of 8, dated 09/13/12, prepared by PTC Product Design Group, LLC, with the latest revision dated 12/31/12, signed and sealed by Robert James Amoroso,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 AAMA/WDMA/CSA 101/I.S. 2/ A440-08 and FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of Vinyl Fixed Window, prepared by Element Materials Technology Des Moines, Inc., Test Report No. EMTI Des Moines — ESP010156P, dated 06/13/12, signed and sealed by Jason R. Steen,P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2010, dated 09/17/12,prepared by PTC Product Design Group, LLC, with the latest revision dated 12/06/12, signed and sealed by Robert James Amoruso,P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 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. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 3. Notice of Acceptance No. 11-0830.09 issued to Mikron Industries, Inc. for"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 10/06/11, expiring on 12/26/16. .. . . . % ... .. .. ... . . . . . . . . . . . . .. . . . . . . . . • •• Jaime D.Gascon,P.E. . . . . . . . . .. . •• Product Control Section Supervisor NOA No. 12-0924.02 • ••• ••• Expiration Date: January 17,2018 • ••• Approval Date: January 17,2013 . . . . . . . . . . . . ... . . ... T T Pella Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC 2010, issued by PTC Product Design Group, LLC, dated 09/13/12, signed and sealed by Robert J. Amoruso,P. E. 2. Laboratory addendum letter for Test Report No. EMTI—ESP010156P, issued by Element Materials Technology Des Moines, Inc., dated 08/23/12, signed and sealed by Jason R. Steen,P.E. 3. Laboratory compliance letter for Test Report No. EMTI—ESP010156P, issued by Element Materials Technology Des Moines, Inc., dated 06/13/12,signed and sealed by Jason R. Steen,P. E. 4. Proposal No. 12-0115 issued by Product Control, dated 03/06/12, signed by Manuel Perez,P.E. G. OTHERS 1. None. .. ... . . . . . .. . .. . . . . . . .. . . . . ... . . . . . . .. ... .. . . . .. ... . . . . . Soo . . 0:0 . . . . . . . . . " ' Jaime D.Gascon,P.E. . .. . . . . . . . . Product Control Section Supervisor NOA No. 12-0924.02 0:0 ••• Expiration Date: January 17,2018 • . . . . . .• ••• .• • . Approval Date: January 17,2013 . . .. .. E J2.... .. .. ... . . 0 . . PELLA CORPORATION ISEMES 390 4-1/2" V17M 1274WD TVEWOW- LMI a MSTALL4 TIONANC80)M GE DETAILS GENERAL NOTES, 1.THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED O THE DESIGN PRESSURES)STATED HEREIN AS FOLLOWS. INSTALLATION NOTES: 1.1. IN COMPLIANCE WITH THE 2010 FLORIDA BUDDING CODE-SECTIONS 1809.12 1328,1718$.2,1718.8.4 AND 2411.3 AND O 1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT �C�O THE 2010 FLORIDA RESIDENTIAL CODE-SECTIONS 830121288128.801210,84403.18 AND 84410.2.3. EVALUATION DOCUMENT.ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINSHIES, r(a m 92 PERFORMANCE STANDARDS: 121. TAS201-94,LARGE MISSILE IMPACT INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER AND SIDING. $I ry 123. TAS 200.84 2 SEE INSTALIATIONANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR ANDIOR MANUFACTURER'S ANCHOR WECIFICATKXJS,INCLUDING MINIMUM NOMINAL SIZE, 2 THE PRODUCT DETAILS CQNP"D HEREIN ARE BASED USN SIGNED AND SEALED TEST REPORT NO.ESP010186P,DATED MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM EDGE DISTANCES. a JUNE 13,2D12 AND ASSOCIATED LABORATORY DRAWINGS BY ELEMENT MATERIALS TECHNOLOGY,DES MOVES,W.TESTING 21. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF WANT G(NNOMO IED TO TAS RU-"TAS 202-94 AND TAS ZAB-94. • • • • STRUCTURAL SUBSTRATE EITHER O THE INTERIOR OR EXTERIOR OF THE FENESTRATION �GUU 3.THS:RbDUCT EVALUATgditgcL f ENT 19 I&USSIS THE HIGH VELOCITY HURRICANE ZONE(4VH4 PRODUCT. 4 r W Z IAD4MVTHEEDUSTIA(?SMWTUIALCUWI*MASaM 2X FRAMINCIAND METAL FRAMING SUBSTRATES ASA 22 MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAN WIND FORCE C 585 F MALI WIND FCVCE RESISTING SYSTEM CAP 6�WWF61STAND TRANSFERRING APPLIED PRODUCT LOADS TO THE RESISTING SYSTEM SUBSTRATE. ��5�oz FO"6TM IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS TH90ESION IWOFESSIONA1.or RECORD FOR TIIL•PREJECT OF INSTALLATION. a SEE SHEETS 4.5 AND B FOR SPECIFIC ANCHOR INSTALLATION DETAILS. 8.1X A1d)%t WXS(WHEN Xf M SHALL BE DESIGIM RKD ANCHORED O PROPERLY TRANSFER ALL LOADS O THE a.DINE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LocarNON s1ROYNN. � _i Jill S UCK DESA 4TALLA SPONSBILITY OF THE LI ENSED PROFESSIONAL ENGGIIE�EER OR 5.THE NUMBER OF INSTALLATION ANCHORS S BASED ON THE MAXIMUM END DISTANCE(ED)AND E 0 RET f 1� CHITECO/1S THE DET E�881ONAL OF RECORD FOR THE PROJECT OF INSTALLATION. ••• • •• •• •• THE MAXIMUM ON CENTER(O.C.)SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH THE p 6.WHEN••0MALLED• IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THE FoLLawi G: ELEVATION DRAWING ON SHEET 3.END DISTANCES AND O.C.SPACINGS LESS THAN THAT 6.1. HIGH VELOCITY HURRICANE ZONE C ••000 SHOWN IN THE ELEVATION ARE ACCEPTABLE. Z 8.1.1.• LARGE MISSILE IMPACT REOILIIREN B/LT UP TO 30 FEET ABOVE(GRADE: 3.1. SEE INSTALLATION NOTES ON 3 ABOTIONAL DETABS. 6.41.4P.10•*1}ESE LARGE MTS. IM REOUIREAAENTS OF THE 2010 FSC,SECTION 2411.3.3.7 AND DO NQ7' QUI APPROVFp HVHZ#PACT PROTECTIVE SYSTEM.SEE NOTE 3 ON SHEET 7 OF IL S.MAXIMUM ALLOWABLE SHIM THICKNESS S 114 NCH.SHIM WHERE SPACE OF ItIS NCH OR 8 8.1 •Sjr T MISSIE IfAC IREME1,9S V HEIWITS EXCEEDING 30 FEET ABOVE GRADE: GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF WOOD C ITE,I0ON DENSITY a �1.--T BE WIND(W4 LQEET SMALL MJS8%EdWACT REQUIREMENTS OF THE 2010 FSC,SECTION 2411.3.3.7 WHEN PLASTIC OR SIMILAR LOAD BEARING MATERIAL. GLAZED ONJHT#XREOIOR USING SAFETY GLA21N8 AND DO NOT REQUIRE USE OF AN APPROVED HVH Z IMPACT PROTECTIVOSYSTEN.SEE NOTE 4 ON SHEET 7 OF S. S.I. FOR BLOCK,FTN 8 FLANGE FRAME INSTALLATIONS,SHIM AS REQUIRED AT EACH 82 WINDBORNE DEBRIS AREAS OUTSIDE THE HIGH VELOCITY HUHtRICANE ZONE(NON-HVHZ): INSTALLATION ANCHOR. 821. WHEN INSTALLED IN LOCATIONS WHERE NON-HVHZ WINDSORNE DEERS PROTECTION REQUIREMENTS EXIST,THIS PRODUCT DOES NOT REQUIRE USE OF AN APPROVED IMPACT PROTECTIVE SYSTEM. 7. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR Dry e� JOINTS. Dan .R 7.SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED BY THE AUTHORITY HAVING B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR JURISDICTION. MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN $y SUBSTRATES MOTH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE S.BOUNDING BOX DIMENSIONS FOR GEOMETRIC FRED WINDOW SHAPES MUST BE EQUAL O OR LESS THAN RECTANGULAR BtSTALLATIOANAIN"M SCHEDULE ON SHEET 2 DIMENSIONS SHOWN HEREIN. RobmlJ.Avo,m,P.E Flaft P.E.Nb.49782 9.MATERIALS. TABLE OF CONTENTS lUll4yt� 9.1. WINDOW FRAME MATERIAL VINYL(PVC. .�``��JAMES 4 ON �I' DUPONT R'G �YERMATERIAL. SEE SHEET 2 FOR DESIGN SHEET I ,�,��,OTES&TABLEOF ��cEa 9.2.2. DUPONT BUTACITEINTERLAYEtM1ATERIAL. PRESSURES. ANTS :eo':°No 097 °°'�RIo'. 10. GLASS MEETS THE REQUIREMENTS OF ASTM E13004119a 2 ANCHOR SCHEDULES AND DP CHART 11. DESIGNATION"Cr STANDS FOR FIXED LTEISASH. 3 ELEVATIONS 8 ANCHOR LAYOUTS �9 4G OF THE INSTALLED WINDOW IS NOT ,888 I�A11A7 SECTIONS -0 STATE OF 11 PART OF THIS INSTALLATION DRAMRNGS CERTIFICATIFY THE ON.THAT RESPONSIBILITY SHALL W INSTALLATION ONLY. BE THATOFO:THE MANUFACTURER AND/OR THE 7 GLAZING DETAIL AND NOTES,INSTALLATION CLIP DETAILS . INSTALLER. p C P•`��,INSTALLER. 6 BILL OF MATERIALS AND COMPONENT DETALS i,��0 fossils, l INSTALLATION ANCHOR SCHEDULE WINDOW SIZE VS.DESIGN PRESSURE TAME WINDOWSIZE(in) GiorGZ(SGIG) 63w64(PVBIG) INSTALLATION FASTENER FASTENER MANUFACTURER ANCHOR CAPACIGS BASED TYPESUEISTRATE HEAD TYPE SIZE AND/OR SPECIFICATION E 1T(BN) EDGE DISTANCE(IN) ON LWq Leg Short Leg Poddw Negagm Positive Negat1w Max In M-(In) PSF PSE) v ITW TAPCONS(1) 1-1/2' 1-1/8' MIN.2000 PSI CONCRETE SL75 60 65 - ELCO ULTRACOPIS 1-3/8° 1' MIN.2500 PSI CONCRETE 108 3LOD 60 6S -CONCRETE 24.0101 60 65 60 65 ELCO CRETE-FLEX SS4 2" 2° MIN.2500 PSI CONCRETE 53'25 60 65 - a 102 32.75 60 65 - IAFLATOR HILTI KWIK-CON 11 1-3/4' 1-1/8' MIN.2000 PSI CONCRETE 25.25 60 65 60 65 CLIUPP OROR THRUHRU- HEX HEAD 3/16" 55.25 60 65 - - FRAME ITN TAPCONS(1) 1' 2' 96 35.OD 60 65 - - r MASONRY ELCO ULTRACONS 1-1/4' 1' STRENGTH CONFORMANCE 27.00 60 65 60 65 gill (BLOCK/CMU) TO ASTM C-90,MEDIUM 58.00 60 65 - , ELCO CRETE FLEX SS4 1-1/4' 2' WEIGHT 90 36.25 60 65 - - g 28.75 60 65 60 65 HILTIKWIKdONII 1' 1a 06 -1/8° 62.75 60 65 - - loll • •• ••• • •• ANSI 818.6.1 37.25 60 65 - - 1100 9� 043 (WOOD SCREW)(2)(4) 3/4-LATERAL 30.75 60 65 60 65 5 z •••• • ••• • WOOD WITH AMINIMUM •• ••• WOOU 1-3/8' 1/2'WITHDRAWAL z ••••• • • • • ASME B18.6.4 (3) SPECIFIC GRAVITY OF OSS. 7LSO W 65 - - � •• 0•i••, (TAPPING SCREW)(2)(4) 32 00 60 65 60 65 IrosrAUATIoro all •• FIAT OA• ••• 2M1 K.SSTEEL° ASME 838.6.4 ASTM A-653 STEEL,33 KSI 74.75 60 fi5 d1 will INSTAIPJW" PAN HEAD x.10 5/16° YIELD STRENGTH STEEL OR - - MLLUAIRQSm (TAPPING SCREW) FULLYPENETRATE BETTER 74.75 39.25 60 655 y� cup? •• ••• • • SUBSTRATE WITH 32.50 60 65 60 65 10 THRU-FRAME ASTM A 36 STEEL 36 K51 u$� • • •• 1/BiININ.i;K.A•36 ASME 1138.6.4 3 THREADS 77,50 60 65 - - Y ••••• SAW YIELD STRENGTH STEEL OR Sg�pJ4� (TAIMINGSCREW)(4) PROTRUDING BETTER 72 40.25 60 65 - - tp ••••• • •• 1/ AW�IIlNUM ASME 818.6.4 a 6063- INTERNALLY 3 ° 6063-TS ALUMINUM OR 33.00 60 65 60 65 p •• •• • • • (TAPPING SCREW)(4) /8 BETTER SL50 60 65 66 43.00 60 65 NOTES: •••• •••• • • 1 34.50 6D 65 so 65 1)WHEN ITWTAPCONSARE%IMFOR CONCRETE/MASONRYINSTALLATION,THEY SHALL BETHE ADVANCED THREADFORMTECHNOLOGY TYPE. 97.00 SO p / 2)FOR WOOD AND TAPPING SCREWS INSTALLATION INTO WOOD SUBSTRATE;IF SPLITTING IS A CONCERN,DRILL 7/64'PILOT HOLE FOR LATERAL APPLICATIONS AND 65 60 49.00 60 65 P 3/32'FOR WITHDRAWAL APPLICATIONS.SEE NOTE 3 BELOW FOR FURTHER DEFINITION. 3)LATERAL IS APPLICABLE TO INSTALLATION CUP AND THRU-FRAME;WITHDRAWAL IS APPLICABLE To INSTALLATION CUP-BENT. 36'75 60 65 60 65 4 WOOD AND TAPPING S SHALL CONFORM TO A GRADE 5 STRENGTH OF 92 I YIELD STRENGTH120 9D.00 60 65 TABLE NOTED•THIS SHEET 58 58.00 100 100 - wmmu.Ammmo P.6 37.75 IOD 100 60 65 dip 4 I. INSTALLATION ANCHOR SCHEDULE 99.50 I 65 - - P.E. N. 1.1. THIS TABLE LISTS APPROVED ANCHOR SPECIFICATIONS BASED ON THE INSTALLATION TYPE AND SUBSTRATE ��•``�,pMES 54 58.00 100 100 - p ..giJ1 2 WINDOW SIZE VS.DESIGN PRESSURE(PSF)TABLE 4L25 100 100 60 65 �Q,�0��•�`0ENSh.O.DG�. 2.1. THIS TABLE LISTS APPROVED DESIGN PRESSURE AT VARIOUS WINDOW SIZES. .�; No 497b2 :O 50 60 65 22. ALL SIZES IN TABLE ARE BASED ON TESTED SIZES AND 00 NOT EXCEED THE MAXIMUM WINDOW AREA TESTED. 1� - - A 2.3. DEFINITIONS: 51 58.25 LOO 1G0 - 1./�d+]�►�11�)* 2.3.1. INTERLAYER TYPE: 5100 100 100 60 65 �9' STATE OF ��Q 2.3.1.1. SG=DUPONT SENTRYGLAS r0•. 4✓ 1• SEE SHEET 7 FOR OB G&G3 AND G4 CONFIGURATIONS. d`�O R 2.32 10 p'•��` pis SERIES 350 FD(ED WINDOW INSTALLATION REQUIREMENTS FOR MAXIMUM FRAME WIDTH SEE 9. SEE WINDOW SIZE VS.DESIGN PRESSURE TABLE ON WINDOW SIZE VS. DESIGN PRESSURETABLE ON SHEET 2. � SHEET 2 FOR APPROVED DESIGN PRESSURE AT VARIOUS WINDOWSIZES. FIXED SASH WIDTH = FRAME WIDTH - 2° 2. END DISTANCE(ED)OF ANCHORS AT FRAME ENDS ARE D.L.O. HEIGHT = FRAME WIDTH - 3.94' w DIMENSIONED ON ELEVATION DRAWING ON THIS SHEET. 3. MAXIMUM O.C.(ON CENTER)SPACING FOR ANCHORS SEE INSTALLATION It BETWEEN THE FRAME END ANCHORS DIMENSIONED ON REQUIREMENTS ON THIS ELEVATION DRAWINGS ARE AS FOLLOWS. 5" MAX. SHEET FOR SPACING, TYP. 8" MAX TYP. TYP. EMS 3.1. MAXIMUM O.C.(ON CENTER)SPACING IS 9 INCHES FOR ALL WINDOWS RATED TO DESIGN PRESSURE a m NOT EXCEEDING 55 PSF IN EITHER DIRECTION. 5" MAX. g C 32. MAXIMUM O.C.(ON CENTER)SPACING IS 7-W4 TYP. INCHES FOR ALL WINDOWS RATED TO DESIGN PRESSURE QTR THAN 55 PSF BUT NOT -T— =AB C NO EXCEEDING0100 PSF1N EITHER DIRECTION. ..••.. sees SS• • 4 5 6 5 4. *QW4TITY OF AN(sh(�RS ORE BAST dwa;ETING THE A.C.SPACING REQUIREMENTS. 000000 0000 00*0.0• S.s ANCH(R SPACINGSsABOVE ARE a&SACV#NCHOR i a •6DAQING USED IN TESTING OR REQUIRED BY LOADING ri w as • AT DESIGN PREI9URE.• ••0 • ••••s H e e I0 13 IL sees Jill s 0see• = W C9L OQO Im,=Z00e.•0• • •• •• •• W � • • • •0000• SEE INSTALLATION O �a e • • s REQUIREMENTS ON THIS o •••••• e:s e e: • • SHEET FOR SPACING, TYP. e o e • • • • • MIR ••000• • • • '7 • • ses• • •• I 2 _ N • •• / G Kz x �rc Appmveda2wcNtlYID8�8• NOAtl 5" MAX. RoWJ.Ana RL TYP. FbrMa P.E.Nu 49M T— INSTALLATION ANCHOR VARIES. SEE ��,,��J....E8 I•. ANCHOR SCHEDULE SHEET 2. o .......... CEN3q, � No 4975 -.0% SERIES 350 VINYL FIXED WE4DOW EXTERIOR VIEW BOX FRAME SHOWN,FLANGE AND FDI FRAMES ALSO APPROVED RECTANGULAR WINDOW SHOWN.ALSO APPLICABLE TO WAIDOWS WHERE(A)WIDTH EXCEEDS HEIGHT,(B)HEIGHT �i'c'�' •°°�� EXCEED WIDTH AND(C)OBDMETRIC SHAPES THAT CAN BE INSCRIBED INSIDE THE WEdDOW SIZES SHOWN ON SHEET 2. MIN. EDGE DIST. MN. EDGE DIST. SUBSTRATE VARIES. INSTALLATION ANCHOR VARIES. SEE ANCHOR SUBSTRATE VARIES. INSTALLATION ANANCCHOR MIN. ES. SEE ANCHOR SEE ANCHOR SCHEDULE VARIES. SEE ANCHOR SCHEDULE SHEET 2 SHEET 2 SCHEDULE SHEET 2 SEE ANCHOR E SCHEDULE SHEET 2 SCHEDULE SHEET 2 MIN. EMD. SEALANT ACCORDINGBEMN. EMBED. APPLY EXTERIOR VARIES. SEE ANCHOR TO MANUFACTURER'S VARIES. SEE ANCHOR SEALANT SCHEDULE INSTRUCTION SCHEDULE ACCORDING TO2 SHEET 2 d MANUFACTURER'S INSTRUCTION 1/4" MATT 1/4" hiAx -r 1SHIM 1 SLUM 14 INSTALLATION CUP 1g 14 INSTALLATION CUP 1g n m 15APPLY INTERIOR APPLY INTERIOR SEALANT SEALANT ACCORDING TO ud 11 7 MANUFACTURER'S INSTRUCTION 11 NG TO 7 MANUFACTURER'S INSTRUCTION OTa a SEE GLAZING 1E (2) JS x 1/2' TAPPING SCREWS PER S SEE GLAZING 9 18 2 JS x 1/2'TAPPING SCREWS DETAIL SHEET 7 9 CUP THROUGH CUP HOLM O DETAIL SHEET 7 77 PER CUP THROUGH CUP HOLES Q O EXTERIBR .. 17 INTERIOR EXTERIOR INTERIOR :9000: •• A 5TH*i••��ON CROSS SECTION A STALLATION CROSS SECTION 0 • • + 4 FIN FRAM,CLIP I STALJAnON $ - •• s¢• �BATOX FRAME,CLIP INSTALLATION HEAD SHOWN.SILL AND JAMB SIMQAR •••••• • SH§WWN,SILL AND JAMB SMEAR 0 •• • 0000•• IL ill ..... '.'..' Jill • .09.00 ,2 • MIN. EDGE GIST. 9a •••• •••• SUBSTRATE VARIES. INSTALLATION ANCHOR VARIES. SEE ANCHOR 0"..": ••9••• •9•••• SEE ANCHOR SCHEDULE VARIES. SEE ANCHOR SCHEDULE SHEET 2 •••• • •••••• SHEET 2 SCHEDULE SHEET 2 B 0.410•• •••• 00000• APPLY EXTERIOR •• •9•• 0 • •• SEALANT ACCORDING MIN. EMBED. • • • • TO MANUFACTURER'S VARIES. SEE ANCHOR •••••• Seale • • INSTRUCTION • • SCHEDULE wfttLe 0000SHEET 2 AN 1/4" e 1 SHIM 14 INSTALLATION CUP 18 Ro6mt J.Amauw,P8 15 APPLY INTERIOR ode RE"'49M 7 SEALANT ACCORDING TO ��pnuugy� 11 MANUFACTURER'S INSTRUCTION ;;�� 3t MES F ;G. SEE GLAZING 9 (2) #8 x 1/2" TAPPING SCREWS No 40752 DETAIL SHEET 7 PER CUP THROUGH CUP HOLES EXTERIOR 17 INTERIOR31 *. STATE F :W: A STALLATION CROSS SECTION °�F ....... `` INSTALLATION ANCHOR INSTALLATION ANCHOR VARIES. SEE ANCHOR VARIES. SEE ANCHOR 2X WOOD SUBSTRATE SCHEDULE SHEET 2. 2X WOOD SUBSTRATE SCHEDULE SHEET 2. NLN. EMBED. SHOWN. ALSO APPLICABLE MIN. EMBED. SHOWN. ALSO APPLICABLE TO STEEL OR ALUMINUM VARIES. SEE ANCHORTO STEEL OR ALUMINUM VARIES• SEE ANCHOR SUBSTRATE. SEE ANCHOR SCHEDULE SHEET 2 SUBSTRATE. SEE ANCHOR SCHEDULE SHEET 2 .- SCHEDULE SHEET 2. INSTALLATION CUP 1 g SCHEDULE SHEET 2. WSTA1JA110N CLIP 18 `r at APPLY EXTERIOR MW. EDGE DIST. MIN. EDGE DIST. SEALANT ACCORDING VARIES. SEE ANCHOR VARIES. SEE ANCHOR rUTO MANUFACTURER'S SEALANT SCHEDULE APPLY EXTERIOR —I- SHEET 2 2 INSTRUCTION 5F{FEI 2 a +r ACCORDING TO MANUFACTURER'S INSTRUCTION 1/4" MAX. 1/4" MAX OWN 1 1 SHIM SHIM a m 15 APPLY INTERIOR 15 APPLY INTERIOR m 7 SEALANT ACCORDING TO 7 SEALANT ACCORDING TO • 1 MANUFACTURER'S INSTRUCTION 11 MANUFACTURER'S INSTRUCTION Z�g SEE GLAZI • 16 (2) #8 x 1/2" TAPPING SCREWS O 5£E GLAZING 16 42) #8 x 1/2" TAPPING SCREWSO •••• W 9 PER CUP THROUGH CUP HOLES 6 9 PER CUP THROUGH CLIP HOLES 6 v . AIL SHEET 7 17 DETAIL SHEET 7 17 u0 EXTERIOR INTERIOR EXTERIOR INTERIOR •i...• •..• • FF 2 • B• ALLATION CROSS SECTIONB INSTALLATION CROSS SECTION z s ...... • • •..• 5 •.• BOX FRAME,BENT CLIP INSTALLATION s FAT FRAME,BBN'f CUP IN31'ALLATION off • • sees LEAD SHOWN,SILL AND JAMB SIMn eR HEAD SHOWN.SILL AND JAMB SIMRAR 11 • • . • • INRTALLIATION ANCHOR •••••• • •• VARIES. ME ANCHOR • 2X WOOD SUBSTRATE m SHOWN. ALSO APPLICABLE �� SHEET 2. VARIES SEE ANCHOR II��ggEEL OR g4UMINLLI�Mp1 SCHEDULE SHEET 2 •'�U6$TRATE. SE1 d Gh" • SCHEDULE SHEET 2. • • N. INSTALLATION CUP 18 g • • AP%'?MbNOR SEALANT.ACCORDING •• VARIESMINEDGE DIST. SEE ANCHOR TO MANUFACTURER'S I SCHEDULE Appmeaasoomptymgwimt� INSTRUCTION SHEET 2 F1oiile dog IAODZ 1 1/4" MAX. SHIM 14 RWAd J.AmMm%RE 15 APPLY INTERIOR Soft P.E.Na am 7 SEALANT FA ACCORDING TO EXTERIOR INTERIOR �� 1121111118%,E •4,� 11 MANUFACTURER'S INSTRUCTION �� SEE GLAZING 16 (2) #8 x 1/2" TAPPING SCREWS �%�AQ;••�GEAIs'0,9�i,� DETAIL SHEET 7 9 PER CUP THROUGH CUP HOLES O B ALTERNATE INSTALLATION `•`p0• \' F 'G4'� 17 " No 49762 •O EXTERIOR INTERIOR CROSS SECTIONii' BOX FRAME SHOWN a.p• b 1\ S B INSTALLATION CROSS SECTION (AM APPUCARLE TO FIN AND FLANGE FR M °9 i STATE OF .'4r¢ 5 FLANGE FRAME.BENT CLIP INSTAUAnON ALTERNATE BENT CLIP INSTALLATION �0��. HEAD SHOWN SR.L AND JAMB SWA D SHOWN,SH.L AND JAMB SM AR SFE OTHER SHCPIONS FOR DEI HEAAlLS ,,'��ij��ONA INSTALLATION ANCHOR MIN. EDGE DIST. VARIES. SEE ANCHOR VARIES. SEE ANCHOR INSTALLATION ANCHOR MIN. EDGE DIST. SUBSTRATE VARIES. SCHEDULE SHEET 2 SCHEDULE SHEET 2 VARIES. SEE ANCHOR —��-VARIES. SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE SHEET 2 SCHEDULE SHEET 2 SHEET 2 SUBSTRATE VARIES. ? SEE ANCHOR SCHEDULE MIN. EMBED. SHEET 2 APPLY EXTERIOR VARIES. SEE ANCHOR MIN. EMBED. SEALANT SCHEDULE APPLY EXTERIOR VARIES. SEE ANCHOR ACCORDING 2 SCHEDULE MANUFACTURER''SS SEALANT ACCORDING TO MANUFACTURER'S SHEET 2 a INSTRUCTION INSTRUCTION 1 1/4' MAX. SHIM 1 1/4' MAX. 14 SHIM a m 15 APPLY INTERIOR 14 � � � 7 SEALANT ACCORDING TO 15 APPLY INTERIOR 11 MANUFACTURER'S INSTRUCTION 7 SEALANT ACCORDING TO m SEE GLAZING 16 11 MANUFACTURER'S INSTRUCTION DETAIL SHEET 7 9 SEE GLAZING 9 16 17 DETAIL SHEET 7 EXTE$,IUR. ❑VTERIOREXTERIOR 17 INTERIOR p t 0000 ••. INSTALLATIM CIAOSS SECTION DIN •�s �....... C STALLATION CROSS SECTION Z ... .` aOx FYAME,THRU FRAW INSTALLATION• 6 •• JIFAD SHOWN`�,6�i JAMB MWI •R 6 HEAD SHOWN,SILL AND JAMB SIMILAR 8 98YY 0000•• • •• •• •• 0000• • •• 0000•• INSTALLATION ANCHOR •.•i.• ••.• •••• VARIES. SEE ANCHOR MIN. EDGE DIST. • • • • SCHEDULE SHEET 2 VARIES. SEE ANCHOR • • •••. 0000 SCHEDULE SHEET 2 •••••• SUBSTRATE VARIES. • • • 00000* SEE ANCHOR SCHEDULE 0.•000 00•• 0•i.•• SHEET 2 • •• i • •• APPLY EXTERIOR MIN. EMBED. 000000 00•• • • SEALANT ACCORDING VARIES.CH�� HOR ® � • 0000• TO MANUFACTURER'S SHEET 2 0 INSTRUCTION Ay o 1 1/4' MAX. SHIM 14 R1 Anwmm RE 15 APPLY INTERIOR Fkdda P.L ft 4gM 7 SEALANT ACCORDING TO ,•ggUqqOj SEE GLAZING 19 16 MANUFACTURER'S INSTRUCTION cEEN F�O'DG`�6 DETAIL SHEET 7 17 Q� No 49�STATE 78 •% EXTERIOR INTERIOR -a OF .•41: C STALLATION CROSS SECTION 0. po. :... •ova 6 FLANGE FRAME,TH RU FRAME INSTALLATION �i�p ......RAi--'* HEAD SHOWN,SILL.AND JAMB SIMILAR GLAZING DETAIL NOTES: 17 HENKEL SA POLYURETHANE 1 1. APPROVED GLAZING CONFIGURATIONS(SEE NOTES 3,4 AND 5) REACTIVE HOTMELT GLAZING 1.1. USING DUPONT SENTRYGLAS 11 n COMPOUND 16 u v __ as 1.1.1. G1=1°OA IGU LAMINATED INSULATED GLASS CONSISTING OF THE FOLLOWING FROM EXTERIOR:3/16"ANNEALED-3/8"AIR SPACE- 3/16"ANNEALED+0.090"SENTRYGLAS BY DUPONT+3/16" 99/16" GLASS a ANNEALED.SEE NOTE 3 AND 5 BELOW. BITE 1.1.2. G2=1"OA IGU LAMINATED INSULATED GLASS CONSISTING OF THE EXTERIOR INTERIOR FOLLOWING FROM EXTERIOR:3/16°TEMPERED-3/8"AIR SPACE- 3/16"ANNEALED+0.090"SENTRYGLAS BY DUPONT+3/16" 3/16" ANNEALED 5 ANNEALED.SEE NOTE 3 AND 4 BELOW. 3/16" ANNEALED 0.090" SENTRYGLAS OR PVB BUTACITE 1.2. USING DUPOW BUTACITE PVB OR TEMPERED BY DUPONT •••000 •*000• • SEE NOTES THIS SHEET. 3/16" ANNELED a 1.2.1. G3=1;.oA IpU LA*i9ATVb INSULATED GLASS CONSISTING OF THE 1" O.A. • •••• FOLLRZINKO FROIJI�[;F310R:3/16"ANNEALED-3/8"AIR SPACE- GLAZING DETAIL Fjljj� a 3/16"ANNEALED+0.090"PVB BUTACITE BY DUPONT+3/16° s • • ••}�� RAIL SHOWN-STILE SIIrIII AIt 1••••1 ANNEALED.SEE Nb�ft: AIVD 5 BELOW. (SEE NOTES ON THIS SHEET.SEE DP TABLE ON SHEET 2.) gal 1�!2.1•• G4 1-CWIGU LAMP A-MD INSULATED GLASS CONSISTING OF THE If .•••• FOLLOWfNG FROM•Ff?PRIOR:3/16°TEMPERED-31W AIR SPACE- •A1�T • 0.515•t.016 ••..•. 3/16" 4ALED+O�%PVB BUTACITE BY DUPONT+3/16" 0.437" "'a ANNEALED.SEE Np�•�VD 4 BELOW. Asx m0 .200 2x oaa9• . . sx �o.zoo• � 2. •SWNSLE W#b@V;SIZE VS DESIGN PRESSURE ON SHEET 2 FOR ♦ 0.313' 8 :wpud/ED CONFIGORATIONSr ALk SIZES IN TABLE ARE BASED ON TESTED I 0.938� SIZES AND DQ NDIUCEEll THt%4AXIMUM WINDOW AREA TESTED. " ��- I (ED) ♦♦ 1.56Y 3. GLAZING DETAILS G1,G2,G3 AND G4 MEET LARGE MISSILE IMPACT yingentb. REQUIREMENTS AT HEIGHTS UP TO 30 FEET ABOVE GRADE AS REQUIRED FASTENER HOLE ,mft O2 BY 2010 FBC,SECTION 2411.3.3.7. 0'"6* S¢E 1.726• AS REQUIRED, - 4. GLAZING DETAILS G2 AND G4 MEET SMALL MISSILE IMPACT REQUIREMENTS 2•40B' INCREASE HOLE SZE 3.969 IN CLIP TO ALLOW AT HEIGHTS GREATER THAN 30 FEET ABOVE GRADE AS REQUIRED BY 2010 INSTALLATION OF PobWJ.A .AL FBC,SECTION 2411.3.3.77. 4.750" NO.10 WOOD/TAPING FbftMft4TM 0.090• 5.500" SCREWS AND 9N6" Ppt�nuntq� 5. GLAZING DETAILS G1 AND G3 DO NOT MEET SMALL MISSILE IMPACT 6.125" CONCRETE SCREWS. REQUIREMENTS AT HEIGHTS GREATER THAN 30 FEET ABOVE GRADE AS ��.o��cQ;.�ic'EIVSF OgGi,' REQUIRED BY 2010 FBC,SECTION 2411.3.3.77. 0.377' 1 g INSTALLATION CUP DETAILS er NO 19162 a? 0.460• MATERUat. r+: r`rv,r° 6. A MINIMUM OF TWO(2)NEOPRENE SETTING BLOCKS WITH 70 TO 90 SHORE Osla tDua"HOT DIP onLv.SHEET STEEL =v: ` ROCKWELL"W"65 MAX %9 STATEL F i4ft A DUROMETER HARDNESS ARE REQUIRED AT BOTTOM(SILL)OF FIXED ULTIMATE STRENGTH es KSI MIN. %0,�;;'� P ��a GLAZING LITES MORE THAN 3 FEET IN WIDTH IN ACCORDANCE WITH 2010 QLD STRENGTH m 30 KSI Mph. �,,6`S,S�o R, FBC,SECTION 2411.3.3.1. 'fillets �` BILL OF MATERIALS ITEM NO. DESCRIPTION QTY 1 FRAME SILL 1 2.030 0.050 2.030 0.050 2 FRAME HEAD 1 j-WAR 3 FRAME JAMB,LEFT 1 a FRAME JAMB,RIGHT 1 1.250 0.070 1.250 0.070 0 5 TRANSITION BAR ASSEMBLY - 0.070 6 #8 X 1/2"PAN HEAD TAPPING AS 4.500 4.500 SCREW REQUIRED 7 FRAME COVER,WIDTHO o O ® O O O ® m FIN FRAME HEAD,SILL EQUAL LEG FRAME HEAD, 8 FRAME COVER,HEIGHT 2 AND JAMBS SILL AND JAMBS 5 1°LAMINATED IG ASSEMBLY 1 S 9 (DUPONT BUTACITE PVB) 1.94 1"LAM IAi DISASSEMBLY 1 .452 .056 1 R i•••• (DUPON'? RYGLAS�' °•• 1.801 SL� li ~ z � 10 1°FIXF-044."a0 BEAD,RAIL, � 1 �g' 0:000, BOTTOM►WITHWEEPS• • 011 1°FIXED BLAZING BEADMAL!•• 1 .483 0� .031 i ••••s TOP • •• •• •• *lee• V FIXEDGLAXNG BEAD;WRI•• 2 •1s•• SETTiI�'L b% Ocoee, 8 .04 .314 718 16 ..�a.. FILLER eAR us ASSEMBLIt 4 .488 229 :: O.C. 089 645 . .. #8 x 1 3/4 fw6uPS PANjjFU•• 7� a • SPACING SHEE7"MET AL CREW(SSS) •• EVERY 8° FRAME COYER 10 11 1© 0e%9-- HENKEL45APOLYURETHAME • 1 1"FOW GLAZING BEAD A W&dw REACELT GLAZING COMPOUND Dow 2.006 r ` o 17 9.8MM(3/8°)STAINLESS STEEL AS W ±.020 SPACE BY CARDINAL GLASS REQUIRED 18 INSTALLATION CLIP-SEE AS SHEET 7 OF 8 REQUIRED ROW J.Im�.PE T .010 T Florida RE Um 4876! NOAN 1 1.956 ,��.�•"SEs 13 SErnNGBLOCK GEN No eJ No 49752 :�0+ MATERIAL'M *° HARDNESS:SHORE A 80-90, SHORE D 7657 0.070 =-a* WIDTH AND THICKNESS VARY 4 FILLER BAR SUB ASSEMBLY 9Q STATE F 0 R 10 P��ttl,0 halls MIAMf•DADE AIIA11II-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Sheet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidRdt.Lov/eeonq= Pella Corporation 102 Main Street Pella,IA 56219 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 11350 HurricaneShiele 0a"Vinyl" Clipped Aluminum Mullion--L.M.I. APPROVAL DOCUMENT: Drawing No. PELL0033,titled"Series 350 4-1/2 Vinyl Window Mullions- Impact", sheets 1 through 36 of 36, dated 03/04/13, with revision A dated 02/25/14, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami—Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal-application has been tiled 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 co of this en a NO• s 911�� 1o•i T to the user b the manufacturer or its copy � 4 13� . � Y�� Y distributors and shall be available for intpecft Ot fclab O t;at dw request of the Building Official. This NOA consists of this page 1 and evidence pale E-1,ag-de0As approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. ' NOA No. 13-0610.03 MiaMtnaoecoutvnr Expiration Date: April 17,2019 • •.• . • Approval Date: April 17,2014 Page 1 Pella Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.PELL0033,titled"Series 350 4-1/2"Vinyl Window Mullions—Impact", sheets 1 through 36 of 36,dated 03/04/13,with revision A dated 02/25/14,prepared by PTC Product Design Group,LLC,signed and sealed by Robert J.Amoruso,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 along with marked-up drawings and installation diagram of a 350 series white PVC fixed windows with 1" mullion, prepared by Element Materials Technology, Des Moines,IA,Test Report No.ESP015035PMADE Fixed Muffed, dated 11/04/13,signed and sealed by Jason-R. Steen,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2010, dated 03/04/13,prepared by PTC Product Design Group,LLC,signed and sealed by Robert J.Amoruso,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 no financial interest, independence, conformance and complying with FBC 2010, dated 01/03/13, issued by PTC Product Design Group, LLC, signed and sealed by Robert J.Amoruso,P.E. 2. Proposal No. 12-2121 issued by Product Control, dated January 25, 2013, signed by Manuel Perez, P.E. G. OTHERS 1. None. .. . . . . . ... .. • . • • • • . • • • Man 1-Pe ez,P.E. . • • • • • • . • .. Product Citrol E aminer • •• NQA -0610.03 Expiration Date: April 17,2019 • • ... • • • • ••• Approval Date: April 17,2014 • • • • •Ea,l s • •• •• • s• •• • ••• • • s • • ••• • • PELLA CORPORATION SERIES 350 41/2" VIA IZ WINDOWMULLION SYSTEM- IMPACT a o INS/TALLATIONANCHORAGE DETAILS W a GENERAL NOTES: INSTALLATION NOTES: 1. THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED TO THE DESIGN TABLE OF CONTENTS 1 PRESSURE($)STATED HEREIN AS FOLLOWS. 1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED 1.1.IN COMPLIANCE WITH THE 2010 FLORIDA BUILDING CODE-SECTIONS 1609.12, AS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT.ANCHOR SHEET SHEET DESCRIPTION 1626,1715.5.2,1716.5.4,1715.5.5 AND 2411.3 AND TO THE 2010 FLORIDA EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHE S, -.. RESIDENTIAL CODE-SECTIONS R301.2.1.2,8612.8,8812.10,R612.11 AND INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER 1 GENERAL NOTES AND INSTALLATION NOTES 84410.23. AND SIDING. 1.2 PERFORMANCE STANDARDS: 2 INSTALLATION ANCHOR SCHEDULE Q V) 1.2.1. TAS 201-94,LARGE MISSILE IMPACT. 2.SEE INSTACIATIONANCHOR SCHCMAE ON SHEET 2 FOR TYPE o LL 1.22. TAS 202-94. AND GRADE OF ANCHOR,ANDIOR MANUFACTURERS ANCHOR 3 MLUON END CLIP-ATTACHMENT ILLUSTRATIONS I 1.2.3. TAS 203.94. SPECIFICATIONS,MINIMUM NOMINAL SIZE,MINIMUM EMBEDMENT 4 WINDOW TO MULLION-ATTACHMENT ILLUSTRATIONS 09 INTO SUBSTRATE AND MINIMUM EDGE DISTANCES. 2 THIS PRODUCT EVALUATION DOCUMENT IS FOR USE IN THE HIGH VELOCITY 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE 5 APPROVED MULLED WINDOW CONFIGURATIONS AND MULLIONS Z)O HURRICANE ZONE(HVHZ). OF ANCHOR TO EDGE OF STRUCTURAL SUBSTRATE EITHER z f h- TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION 6 BLOCK AND FLANGE FRAME INSTALLATIONS DETAILS C W p?�p g q 3.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE I MASONRY,2X FRAMING PRODUCT. - 7 FIN FRAME INSTALLATIONS DETAILS K $Q N g d . AND METAL FRAMING SUBSTRATES AS A MAIN WIND FORCE RESISTING SYSTEM 2.2• SEE SHEET 2 FOR ILLUSTRATION OF ANCHOR EDGE p z Z CAPABLE OF WITHSTAND G AAAAA��SSRANSFERRING APPLIED PRODUCT LOADS TO DISTANCE AND SPACING. FIN FRAME INSTALLATIONS DETAILS(CONTINUED)INUED) 6 N 6 Z THE FOUNDATION IS THE�fi$p1I�JPILITY OF THE LICENSED PROFESSIONAL 2-3. MINIMUM EMBEDMENT SHALL BF.BASED ON PENETRATION S MULLION TO MULLION INSTALLATION DETAILS CC z— O 888 N EN@INEER O%REGISTER CT ACTTN%AS T"ESIGN PROFESSIONAL OF INTO MAIN WIND FORCE RESISTING SYSTEM SUBSTRATE. V 2 RESQN TAR JHE PROJECT OF INSTALLATION.• • • 9 AND 10 MULLION CAPACITY LOAD TABLES-INSTRUCTIONS Q 3.SEE SHEETS 3,6 AND 7 FOR SPECIFIC ANCHOR INSTALLATION 5 a N 4.1X AND 2X BUCKS(WHENLOMOS I.BE DESIGNED AND ANCHORED TODETAILS. 117018 BLOCK AND FLANGE FRAME-UNREINFORCED MULLION LOAD d—a CAPACITY TABLES IA THROUGH 4.28 IL 0 PRONE � RLdr NSFER ALL 9OADS TO THE STRUCTURE.SOCK DESIGN AND IL 4.z INSTALATION IS THE RESPONSIBILITY OF THE MCEASED PROFESSIONAL ENGINEER 4.SEE SHEET 5 FOR APPROVED MULLED WINDOW BLOCK AND FLANGE FRAME-REINFORCED MULLION LOAD ORAISTERED ARCHITECT ACTINO AS THE Of"0"ESSIONAL OF RECORD CONFIGURATIONS. 17 TO 22 CAPACITY TABLES 5A THROUGH ROUGH 8.2B FO§ jVr_CT OF INSTJLI/,TIjIN. •• •• 23 TO 28 FIN FRAME-REINFORCED AND UNREINFORCED MULLION LOAD 5.WHEY IWWWO IN LOCA140 1S1�ERE WIND&V�E�ERIS PROTECTION CAPACITY TABLES 9A THROUGH 1228 5 0 8 RESUIREVENTS EXIST(INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ), 29 V984359 STRAP DETAILS 4U11 3S USE OF"W1MCT PROTEOTWIDWSTEM COMPLWNGAIOTH THE FSC I R REQUIREMENTS FOR WINOBORNE DEBRIS REGIONS 13 NOV REQUIRED FOR THE 30 V984357 V984358 END ANCHOR NAIL FIN DETAILS Ptoo DU••CT4% REIN. 0000 •••• 41 • 31 V882510 END ANCHOR 6d8'FLANGE DETAILS 6.SARATE PRODUCT EVALUATION DOCUMENT% P&EACH GLAZING 32 V982535 END ANCHOR 4.5'BLOC(FRAME DETAILS AL�t i4dfTFl 7 HIS PROINCOJU L!a ION DOC � BUST 8E SUBMITTED 33 V9823571'STRUCTURAL MULLION&RLWORDEMENT DETAINS ADPtlwad m c°mDI)1n8 with tLtr • •O • • •• Id DWI C 7. THE INSTALLATION DETAILS DESCRIBED IN THIS PR6DUGbEVALUATTCJN DOCUMENT 34 V98M FIN FRAME END SPLICE DETAILS ARE EBNORKWAND MAY NOW�NECT ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF POLI D z Prod '3 SITE CONDITIONS CAUSE"NSTALLA710N TO DEVIATE FROM THE REQUIREMENTS 36 VM618 5l8'FLANGE FRAME END SPLICE DETAILS DETAILED IN THIS PRODUCT LR ILUTTON DOCUMENT,SITE SPECIFIC DOCUMENTS 38 VM416 FLUSH FLANGE FRAME END SPLICE DETAILS �, SHALL BE PREPARED FOR USE WITH THIS DOCUMENT BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT i 8.FOR MULLION DESIGN PRESSURE RATINGS SEE APPROPRIATE LOAD SPAN RATING Robed J.Ammuse,P.E. TABLES AS LISTED IN THE TABLE OF CONTENTS. Fbdde P.E.No.49752 9.THE DESIGN PRESSURE RATING OF THE ASSEMBLY SHALL BE THE LESSER OF 111E vi"I"IgpU� LOAD CAPACITY OF THE MULLION AS DETERMINED USING THIS PRODUCT w�"'•, EVALUATION DOCUMENT OR THE CERTIFIED DESIGN PRESSURE RATING OF THE ,��l•��••••w••, IyO � INDIVIDUAL GLAZING PRODUCTS USED. 0�4•v�CE N��; iy 10.BOUNDING BOX DIMENSIONS FOR GEOMETRIC TRANSOM SHAPES MUST BE EQUAL �� NO 197 •• TO OR LESS THAN RECTANGULAR TRANSOM DIMENSIONS SHOWN HEREIN. 11.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF t STATE OF 4i� THE 2010 FLORIDA BUILDING CODE,SECTION 2003.8. ,�ii�F'��O .v' `�►�� 'oss .,R,.•• 12-APPROVED TWIN UNITS BE USED IN MULLION CONFIGURATIONS.THE V RTIALMULLION HORIZONTAL CONFIGURATIONS WWon pNAN pO'`� CAN BE COMBINED TO MULL MULTIPLE SINGLE UNITS TOGETHER. INSTALLATION ANCHOR SCHEDULE INSTALLATION MANUFACTURERAND/OR MIN. MIN.EDGE MIN. SUBSTRATE HEAD TYPE SIZE EMBEDMENT CAPACITIES BASED ON �- TYPE SPECIFICATION W DISTANCE(IN) SPACING(IN) ITW TAPCONS(3) 13/4" 11/8° 3" MIN.2000 PSI CONCRETE U FLAT OR PAN ELCO ULTRACON 13/4" 1° 2 1/4" MIN.2846 PSI CONCRETE 8 CONCRETE HEAD 3/16" p ELCO CRETE-FLEX SS4 2" 2° 1 2.28" M1 N.2000 PSI CONCRETE a S HILTI KWIK-CON Il Not Recommended MIN.3000 PSI CONCRETE f� ITN/TAPCONS(3) 1° 2" 3° a MASONRY FLAT OR PAN 3/16" ELCO ULTRACON Not Recommended STRENGTH CONFORMANCE TO (BLOCK/CMU) HEAD ELCO CRETE-FLEX 554 11/4" 2" 2.28" ASTM C-90,MEDIUM WEIGHT 41/2"BLOCK HILT]KWIK-CON 11 1" 11/2" 3" 1<1 •j)j4 v2° ••MWD(1) FIAT QR PAN NO.10 ANSI 818.6.1(WOOD SCREW)(2) 1-1/2" 3/4" 3/4" WOOD WITH AMINIMUM Ra ANGE FRAME • • HNAD ASMF 818.6.4(TAPPING SCREW)(2) SPECIFIC GRAVITY OF 0.55 C • a • • • • "I JR PAN ALUMINUM 6063-TS �O ••••• 1/e"RRKRALUMI NUW 0 NO.10 ASME 818.6.4(TAPPING SCREW)(2) 9/32" 9/16" • HEAD FULLY ALUMINUM OR BETTER G f U co • - - ••••• F6Aj OR PAN PENETRATE ASTM A-36 STEEL,36 KSI YIELD N g a • 41>f8•THK.STEEL • NO.10 ASME 818.6.4(TAPPING SCREW)(2) 9/32" 9/16° �Q O z • • • HG4D SUBSTRATE STRENGTH STEEL OR BETTER O •• •• WITH 3 THREADS gaQ O 20 GAUGE(0.0346" O ••••• • •• PROTRUDING U •mMv. .)STEEL• FW�tSR PAN ASTM A 653 STEEL 33 KSI YIELD a 4�� NU.10 ASME B18.6.4(TAPPINGSCREW)(2) INTERNALLY 9/32" 9/16" O •••• fNut9ING STEEL • TIFAD STRENGTH STEEL OR BETTER S o ° r 11 • • STUDS • •••• a ¢¢ S 1 �� ••••• • • • • ANSI B18.6.1(WOOD SCREW)(2) WOOD WITH A MINIMUM In ••vNQL1D(1) PAN HEAD NO.10 1-1/2" 0285" 0.57" p • • • ASME 818.6.4(TAPPING SCREW)(2) SPECIFIC GRAVITY OF0.42 • •••• • FM1i OR PAN ALUMINUM 6063-TS $ WrNK.ALUMINUM NO.10 ASME 818.6.4(TAPPING SCREW)(2) 9/32" 9/16" in • •• HEAD FULLY ALUMINUM OR BETTER 8 4 1/2"NAILING FLAT OR PAN PENETRATE ASTM A-36 STEEL,36 KSI YIELD FIN FRAME 1/8"THK.STEEL HEAD NO.10 ASME 818.6.4(TAPPING SCREW)(2) SUBSTRATE 9/32" 9/16° STRENGTH STEEL OR BETTER 20 GAUGE(0.0346" WITH 3 THREADS PROTRUDING 4pBvavad w 4wnppi{y Uft cbp MIN.THK.)STEEL FLAT OR PANASTM A-6S3 STEEL,33 KSI YIELD Plan 0 W} C a N0.10 ASME 618.6.4(TAPPING SCREW)(2) INTERNALLY 9/32" 9/16° 1►ate /k � INCLUDING STEEL HEAD STRENGTH STEEL OR BETTER NOM STUDS I de NOTES: Dy �yu53 1)FOR WOOD AND TAPPING SCREWS IF SPOTTING IS ACONCERN,DRILL 7/64"PILOT HOLE FOR FLANGE/BLOCK FRAME INSTALLATION OR 3/32"PILOT HOLE FOR NAIUNG FIN INSTALLATION. r 2)WOOD AND TAPPING SCREWS WILL HAVE GRADE 2 EQUIVALENT STRENGTH(FTU=92 KSI AND FTY=56 KSI). Robert J.Arowuso,P.F 3)WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY I NSTALLATI ON,THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE. FIorY1aP.E.No.49762 EXTERIOR SPC ATTACHMENT SUBSTRATE EDGE DISTANCES(ED)WILL BE MEASURED FROM ��0��v�G�NBO.:p v EDGE CENTERLINE OF ANCHOR TO EDGE OF O.o ED MULLION (WOOD,CONCRETE:/MASONRY, STRUCTURAL SUBSTRATE(EXCLUDING WALL :�t No 48762 b DISTANCE CLIP STEEL OR ALUMINUM) ) _�; ` 37 � * AND ED FINISHES EITHER TO THE INTERIOR OR ® ® ® ® ® ® ® •o EXTERIOR OF THE FENESTRATION PRODUCT. ��SO$' ATE OF �� SPACING sPc •,•�••,� c••°°;+o ED ® o ® ® SPACING(SPC)WILL BE MEASURED FROM THE •i�Fs•`2A 0.•t®�� DESCRIPTION �- ® CLOSEST ADJACENT ANCHORS,CENTERLINE TO iit "'is f,NNA, ;pe`� -SPC INTERIOR CENTERLINE OF ANCHOR. MULLION END CLIP-ATTACHMENT TO WINDOW FRAME/SUPPORTING SUBSTRATE p FIN,BLOCK AND FLANGE FRAME a 98 X 112"PHILLIPS FLAT #8 X 112'PHILLIPS FLAT d HEAD SCREWS,304 S.S. HEAD SCREW,304 S.S. g N8 X 112'PHILLIPS FLAT TO CONNECT CLIP TO T 11 TO CONNECT STRAP TO Q Q Q { HEAD SCREWS,304 S.S. WINDOW UNITS,16 TOTAL C WINDOW UNITS 12 TOTAL II Q W 0 11 MULL END CLIP,FLANGE TO CONNECT CLIP TO 0 8 PER EACH STRAP LEO 3 II 8 PER EACH STRAP LEG 4 STRAP � �g WINDOW UNITS,16 TOTAL 4 FRAME PART NO.V984359 to 8 PER EACH STRAP LEO L 4 7 1�4 0 MULL END CUP, PART NO.V882510 4 d cg --� BLOCK FRAME - 3/16'DIAM.CONCRETE N0.10 WOODITAPPINO t PART NO.V982535 f SCREW OR N0.10 II FSINSTALLED QTHROUGH CUP INTO a WOODfrAPPING SCREW II SUSTRATE 3/16-DIAM.CONCRETE SCREW OR NO.10 END SPLICE,SNAP FIT ° ONTO END ANCHOR 1 o a e MULL END CLIP,NAR FIN WOODfIAPPING SCREW Q�® ° m ° e PART NO.VM367 Ou-I (A - STRUCTURAL MULLION Z 9 STRUCTURAL MULLION NO.V982357 NO.V982357 PART NO. CLIP. NAIL FIN O g END F m w F a •• CLIP TO MULLION ATTACHMENT s�F, • • , BLOCK AND FLANGE FRAME ONTO END $ k 8 • a, 2 1 4•••• • •• ANCHOR STRUCTURAL MULLIONd • D END CLIP • ••• BE USED WITH PART N0. a w • CASEMENT AND TO BE USED WITH V982386 NO.V982357 i a U •••••• flfl •••••• • • e AWNING WINDOWS CASEMENT AND • • • WNINO WINDOWS •• e •• e•• BLOCK END CUP '�z $� • ••••• • •• a 1•- ••• S iB" A*D 2 1/4- TO BE USED WITH H 2 .a FLANSL•f l4D CLIP • 0601, •• OTHER WINDOWS • ° g •••• CASEMENT AND BLOCK END CLIP - ALL OTHERS USED WITH CLIP TO MULLION ATTACHMENT • • • • •AWNING WINDOWS TO BE USED WITH FIN FRAME TO E SSD WITH • CASEMENT AND ALLY 1�12�WINDOWS O °0•• `•` TO BE USEDWITH AWNING WINDOWS �complil %ity • e• •• ALL OTHER WINDOWS Date I 2D4- • • • TQ BE USED WITH NOTES + - • •••••• ••• 1 ,� pt'�d • • AL OTHER WINDOWS ro MULLIO •• TO BE USED WITH 1. CLIP TO MULLION ATTACHMENT DRAWINGS ABOVE BY FLANGE FRAME MULUON- ALL OTHER WINDOWS ILLUSTRATE GENERAL ARRANGEMENT OF MULLION? END CUPS,MULLION,MULLION END CUP f SUBSTRATE ANCHORAGE AND MULLION END dot M Joauso t J an J.n BLOCK FRAME CLIP-TO•WINDOW ANCHORAGE. 6nt USE ALTERNATING USE AI.TERNATING HOLES "gll"ll HOLES WITH ALL WITH ALL WINDOWS 2. SUBSTRATE ANCHOR HOLE DRAWING ,,•.'A� ' WINDOWS ABOVE ILLUSTRATES WHICH HOLES IN THESE � A •j� MUL7144OLE CLIPS ARE UTLIZED FOR SUBSTRATE %0 Are .0. �W ANCHORAGE •,�; I NO 1978 •'o y END o �' END ANCHOR ANCHOR 3. SEE SHEETS 6 AND 7 FOR SPECIFIC REQUIREMENTS *e =* NAIL FIN NAIL FIN RELATED TO INSTALLATION ANCHORAGE. ps ,8TAT� pF��' MULUON !O•. FIN FRAME 4. n I do.�� SUBSTRATE ANCHOR HOLE DEFINITION . �i �ignal. BLOCK,FLANGE AND FIN FRAME ATTACHMENT OF WINDOW FRAME TO MULLION FIN,BLOCK AND FLANGE FRAME ATTACHMENT OF WINDOW FRAME TO MULLION a a SERIFS 350 WINDOW TO MULLION CROSS-SECTIONS a P MULLION WITH AND WITHOUT(SHOWN)REINFORCEMENT # r MULLION END CAP W (TYPICAL,BOTH SIDES) C a Double Hung a .•.... •••• FIs N E F a • MULLION END CAP • G• (TYPICAL,BOTH SIDES) g e•••e• •aa• •••e•e j •6111• ZF gQ, W= •S 4 • • as•o • • z • + Fixed e� 1.11.1• i•1• •1••/ / $Zara •i••• • •• •1i••� O Sf` • t a • • CCg1/ W rj z NE 1111•• • •t •• s — MULLION END CAP *:**a* • • • (TYPICAL,BOTH SIDES) ° + € • • s • �'� 1111•• !3p 1111•• • a •.:•.• .• BLOCK w$ 6 $ • •• FRAME Casement/Awning MULLION END CAP +PP TYPICAL,BOTH SIDES) Mho Single Hung c oW J.Araotuw,P.6 ® ®® FIN FRAME "�P.E.Ab.49M INSTALLATION NOTES IV3 �,➢4�e j,'�� G,ppL 1. ATTACH MULUON CUP TO THE WINDOW UNIT WITH THE H8 X K"FLAT HEAD SCREWS AS SHOW ON SHEET 3,CUP TO MULUON ATTACHMENT DETAILS. ,7*. ANO 49762 :79 J 2. DRILL THROUGH THE CLIP INTO THE UNIT TO ALIGN THE HOLE IN THE FRAME(ANCHOR HOLE DEFINITION ON SHEET 3,CUP 70MULLION ATTACHMENT DETAILS). 2 3. INSTALL THE WINDOW UNIT IN THE OPENING.OPEN CLEARANCE HOLES THROUGH THE FRAME WHERE THE PRE-DRILLED ANCHOR HOLES WERE PREVIOUSLY PLACED AND DRIVE THE CUP ANCHORS INTO • TA TE SUPPORTING SUBSTRATE USING ANCHORS MATCHING THOSE SHOWN IN THE ANCHOR SCHEDULE ON SHEET 2. �`FS. Q R I1�.•'G�,�� 4. WINDOW DOES NOT REQUIRE WINDOW TO MULLION ANCHORS DUE TO MULLUOMS KEYED PROFILE TRANSFERING LOADING FROM WINDOW TO MULLION.END CAPS PROVIDE LOAD TRANSFER INTENSION ��4�IVA�i„N�`�� DUE TO WINDOW/MULLION BENDING. r APPROVED MULLED WINDOW CONFIGURATIONS MAX.COMBINED MAX.COMBINED HORIZONTAL � DIMENSION DIMENSION MULLION v W1—�j---w2 W1 W2 �—SPAN M�" �SPAN MAX � U GLAZING 3 F= GLAZING PRODUCT a z F z O GLAZING O m PRODUCT z zo ZQ O z0 PRODUCT z0 8 O��n c7V C9tF') � a pt o nam O a a r z VERTICAL c�a a cn c9 a (7�a zi 3 RODGLAZIUCT 1 g a SPANMULLMON AX L L HORIZONTAL MULLION W1- 2-WAY VERTICAL 3-WAY VERTICAL CONFIGURATION VERTICAL MULL MULLION CONFIGURATION MULLION CONFIGURATION MAX..COMBINED • • • DIMENSION • "'• :APPROVED WINDOWS ~ a ..11.11. r � � ° 3-WAY MULLION CONFIGURATION Z 6•s•6 6 PELLA�46RIN350 HURRICANE SHIELD 4-112"VINYL WHITE PVC WINDOWS APPROVED FOR (HORIZONTAL MULLION IS a 5 81 • USE WIT J THIS MULL[Dkl V;IEM INCLUDE THE FOLLOWING CURRENTLY APPROVED BY CONTINUOUS-VERTICAL MULLION H i � • FRAMES INTO HORIZONTAL MULLION g ° MIAMI-DADE NOA. •..••. • 6• 000006 AND IS UNCLIPPED.CLIPS USED AT C9 ••••• 1. SERIES850 HURRI(IANE SHIELD 4-112°VINYL WHITE PVC SINGLE HUNG WINDOWS-L.M.I HORIZONTAL SUBSTRATE ENDS.) 1+ oil, •.•;•, 2. SERIF$3`5O HURRIGANE•SHIELD 4-112"VINYL WHITE PVC DOUBLE HUNG WINDOWS-L.M.I MULLION 3. SERIES 390 HU��RR� SHIELD 4-112°VINYL WHITE PVC AWNING WINDOWS-L.M.I SPAN MAX.- R. tie,, �4SERI��X50 HUC6SHIELD 4-112°VINYL WHITE PVC CASEMENT WINDOWS-L.M.1 i�6 116:6•• r. Zj ZU •:11.11• 11.6:11• AM V l'L'it STRUCTURAL O • 11 �VIULLIONS 20 • • • �8 CDa s 116 6 6 0 •11 s• • appr"vtd as camPht°S rvhb Ae 11 • VERTICAL ,�� , ••116 z MULLIONto 0.900 0.900 No SPAN MAX. O' pf�mJl D d�e�Th�ropduet Vill ZggO $ ✓ tL CSI 4. RdbrtJ..F-ft P.E. FX L4. 00 4.300 11L 111— F7a1Qa P.E No 1Y762 VERTICAL MULL ,0q. .G�..... MAX.COMBINEDV.`'��•••v 6•':Gtt�`. DIMENSION NO 4fl7 O *_ INS*= V982357 MULLION V982357 MULLION W/O 4-WAY MULLION CONFIGURATION s9z STATE f]F 'W W/REINFORCEMENT REINFORCEMENT (VERTICAL AND HORIZONTAL MULLION IS DISCONTINUOUS AND ��i`F'A.ORf o�'••��0�, MATERIAL:6063-T6 MATERIAL:6063-T6 FRAME INTO 4-WAY UNCLIPPED, CLIPS USED AT SUBSTRATE ENDS.) EMBEDMENT, SEE INSTALLATION 2X WOOD FRAME SUBSTRATE BY ANCHOR SCHEDULE ON SHEET 2. ----0.900 OTHERS.SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2. V982510 AND V982535 MULLION a U4.000 (SCREE WOOD/TAPPING SEE END CLIP INSTALLATION ANCHOR �= SCHEDULE ON SHEET 2. BLOCK AND FLANGE FRAME 4.300 SUBSTRATE ANCHOR 0 Vse2_i0 END CLIP HOLE DEFINITION ON INSTALLATIONS m SHEET 3. V982367 0 MULLION a V982357 MULLION I / WIREINFORCEMENT (4)CONCRETE SCREWS.SEE MATERIAL:6063-T6 V9RENF MULLION WIODo INSTALLATION ANCHOR a REINFORCEMENT SCHEDULE ONSHEET 2. --- -- MATERIAL:6063-TB SUBSTRATE ANCHOR HOLE V882357 DEFINITION ON SHEET 3. b ULL END CUP, MIJULL N MFLANGE FRAME MULL CLIP ATTACHMENT INSTE �FoANCHOR R a o PART NO.V98251 V982510 SHOWN-V982535 SIMILAR -SCHEDULE ON SHEET 1. o 4° WOOD FRAME SUBSTRATE a:,•','.•'` p m •• END SPLICE,SNAP FIT 2 BY BUCK OR STUD 1 BY BUCKING • d.. b •• • ONT04END ANVHOR FRONT VIEW BY OTHERS Z O • PART NO.VOW618 gy OTHERS.SECRETEf E INSRY TALLATION TE 0 g •• ••• • FOR 5{4,'FL/S�78E FRAME V982357 V982510 MULL CLIP ATTACHMENT ANCHOR SCHEDULE ON SHEET 2. Fq d C •••••• (PART 18(NOT MULLION END CLIP RC ) V982510 SHOWN-V982535 SIMILAR a SHOWN E S SHEET 38 O • • • IS USEDiGp 9L"i FLANGE CONCRETE/MASONRY SUBSTRATE °�Z •••••• FRAME INSTALLATION) V982510 THROUGH 1 BY BUCK 0 • •••• *000 END CLIP FRONT VIEW e • • • 21 w • *00 •••• •••• (4)CONCRETE SCREWS.SEE • • jRUC ION INSTALLATION ANCHOR SCHEDULE ON IL • ••• • • / SHEET 2.SUBSTRATE ANCHOR HOLE 9 • Au1LLI23 *00:00 DEFINITION ON SHEET 3. •• ••• • • .V982357 •• •• • Za L3 • • •••••• EMBEDMENT, SEE • MULLION END CLI NO.V882310 INSTALLATION ANCHOR Ig ••••• O1' t;{ ip 0 SERIESSTAMLE STEEL SCHEDULE ON SHEEP 1. 1s3 • •FOR CONCRETEWASONRYSLI$STRATJANCHORING. b' > m 8 ••••• WOOD SUBSTRATR ANCHORING. _ „.. <a 1, •. _ ' (8)@ 10 SELF TAPPING ?AUL UON',d•S'&-%LUMINUhPSUBWMTE ANCHORING. v CONCRETE/MASONRY INSTALLATION ANCHOR SEE • •• SUBSTRATE..SEE -- INSTALLATION ANCHOR MULL END CLIP, MULI.CLIP ATTACHMENT INSTALLATION ANCHOR SCHEDULE ON SHEET 2. BLOCK FRAME V982510 SHOWN-V982535 SI14IH.AR SCHEDULE ON SHEET 2 SPP°B4pj A°cm"F1�Iu ism mr PART NO.V8B2535 CONCRETE/MASONRY SUBSTRATE EMBEDMENT, SEE ow ey _ INSTALLATION ANCHOR ANCHOR NOTES FRONT VIEW SCHEDULE ON B ® METAL SUBSTRATE BY OTHERS. SHEET 2. V982535 AND V982510 MULL END CLIP: SEE NOTE 4 THIS SHEET. 1. USE(1)ONE MULL CLIP INSERTED INTO EACH END OF THE MULLION.SEE DETAIL ON THIS SHEET.SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR ADDITIONAL Y , REQUIREMENTS.SUBSTRATE ANCHOR HOLE DEFINITION ON SHEET 3 FOR INSTALLATION RbDend .P.E. HOLE USAGE BASED ON WINDOW TYPE. P-HW RE Na 4!752 TO FRAME STRUCTURAL 2 WOODITAPPI O SCREWS AFOR MULL CLIP TEACHCLOP LEO WITH SUFFICIENT ENT LENGTH TO ACHIEVE A 1-112° I V88�i10 ,,,,TES,USE(3)THREE NO.10 ,��tjC E$A�j��,��j, MULLION EMBEDMENT INTO FRAMING.SEE DETAIL ON THIS SHEET. END CLIP Aw 19% •�' F No 4 NO.V982357 5782 fl 3. FOR MULL CLIPS INTO CONCRETE/MASONRY INSTALLATION USE(2)TWO 3116'CONCRETE SCREWS AT EACH CLIP LEG WITH SUFFICIENT LENGTH TO ACHIEVE THE REQUIRED MINIMUM EMBEDMENT INTO CONCRETE/MASONRY SUBSTRATE SHOWN IN THE SOL STATE OF INSTALLATION ANCHOR SCHEDULE ON SHEET 2.SEE DETAILS ON THIS SHEET. V982357 p MATERIAL:300 SERIEMt JON END S STAIN,LESS STEEL 4. FOR MULL END CLIP ATTACHMENT TO MIN.1/8'A-36 STEEL,MIN.20 GAUGE A-W STEEL 2635 MULLION MULL 825 0 SHOWN V98 ATTACHMENT SIMILAR ,,,*k *-/oNp1,��6``�,,, FOR CONCRETE/MASONRY SUBSTRATE ANCHORING. STUD AND MIN.1/8'6083-TS ALUMINUM FRAME SUBSTRATES,USE(3)THREE NO.10 SELF ffflfppp�� WOOD SUBSTRATE ANCHORING TAPPING SCREWS AT EACH CLIP LEG WITH SUFFICIENT LENGTH TO ACHIEVE 3-THREAD ALUMINUM/STEEL SUBSTRATE MULLION TO STEEL/ALUMINUM SUBSTRATE ANCHORING. PITCI I LENGTH INTO METAL FRAMING.SEE DETAIL ON THIS SHEET. ATTACHMENT 0.900 0.900 EMBEDMENT, SEE INSTALLATION V984356N"4357 MULLION END CLIP a ANCHOR SCHEDULE ON SHEET 2. WN FRAME INSTALLATIONS g SEE SHEET 8 FOR ADDITIONAL FIN 4. 00 4. 00 FRAME INSTALLATION V982357 MULLION VOMW MULLION W/O EMBEDMENT, SEE INSTALLATION 0 W/REINFORCEMENT REINFORCEMENT I 2X WOOD FRAME ANCHOR SCHEDULE ON SHEET 2. MATERIAL:6063•T6 MATERIAL 8083-78 SUBSTRATE BY OTHERS. a — SEE INSTALLATION V8843581V884357 ANCHOR SCHEDULE ON V08435SNU4387 FJJD CLIP SHEET 2. END CLIP 6 STRAP °J PART V884359 MULLION7 VSS4387 MULLION END CLIP ip MULL END CUP. Ills NAIL FIN PART N0. 1 2X METAL SUBSTRATE BY OTHERS. x C ' • V8843S7 ® ® l_ SEE INSTALLATION ANCHOR Q • ® L J SCHEDULE ON SHEET 2. F4 g F a a •••• •••• a F gd z 45.1 Ole CLIP, • • VM368 •••••• •••o"LFIN NO. END CLIP ZPART ENDBPLIGE, Vggg35g • • • END CUP �g �If 3 IFFIT • ••t4lV1W.(�OR(8)810 — — — 0 4 • •• WOQQ(TANINNG SCREWS.SEE f10 ANCHOR,ACHOP• •••••• 40HEEANCRS 211THROUGH ANTITY 26 FOR ON �7�LONLFIOURATION.SEE •• •••• CATION ANCHOR I • •I J@I�TURAL ••GWEDULE ON SHEET 2. VB82367 V884355 i °•••••• �ULLION SUBSTRATE ANCHOR HOLE WJLUON • • • PART NO. ••:"IAf110N ON SHEET 3. END CLIP S VN2357 MULL CLIP ATTACHMENT •••••• ••• •••••• V9843S6 984347 • • (4)SHOWN T 10 SELF TAPPING 8CRE1N.4 n n •• • • : •••• WOOD FRAME SUBSTRATE QUANTITY VARIES.SEE SHEETS 21 0 8Ox D CLIP NO • • 2 BY BUCK OR STUD THROUGH 28 FOR ANCHOR QUANTITY MATERIAL:3WSERIC$3TAINL86S STEEL FRONT VIEW BASED ON MULL CONFIGURATION. +Plwrea es compllla2�xUgi® FOR WOOD ANDMaElA4L SEE INSTALLATION ANCHOR SCHEDULE D�w eulcil a I¢ SUBSTRATE ANCHORING. ON SHEET 2.SUBSTRATE ANCHOR HOLE NOAB . DEFINITION ON SHEET 3. V882387 pL mI a produe; ANCHOR NOTES MULLION V984356N984357 MULL END CLIP: MULL CLIP ATTACHMENT B 1. USE(1)ONE OF EACH MULL CUP NO.V984358 AND V984367 INSERTED INTO EACH END OF THE MULLION.SE DETAIL ON THIS SHEET. ALUMMM/STCi.Ti I,SUBSTRATE 8084 J.AMOrM.P.F SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR ADDITIONAL REQUIREMENTS.SUBSTRATE ANCHOR HOLE DEFINITION ON FRONT VIEW Fbdtla PX Na 48762 SHEET 3 FOR INSTALLATION HOLE USAGE. \'00211i 8184,4 2. FOR MULL CLIP ATTACHMENT TO WOOD FRAME SUBSTRATES,USE(4)FOUR,(6)FINE OR(6)SIX NO.10 WOODITAPPING SCREWS AT ,,� SAME8 A�G,�� EACH CLIP LEG WITH SUFFICIENT LENGTH TO ACHIEVE A 1-112"EMBEDMENT INTO FRAMING BASED ON MULL CONFIGURATION.SEE ,�s •\,\G B N$F SHEETS 21 THROUGH 28 FOR ANCHOR QUANTITY BASED ON MULL CONFIGURATION AND REINFORCEMENT.SEE DETAIL ON THUS SHEET. 4P. ANCHORS SHALL BE DIVIDED BETWEEN LH AND RH CLIPS. =Q t No 4 752 J10 3. FOR MULL END CLIP ATTACHMENT TO MIN.1/8°A.38 STEEL,MIN.20 GAUGE A-863 STEEL STUD AND MIN.118°5063-TS ALUMINUM FRAME SUBSTRATES,USE NO.10 SELF TAPPING SCREWS AT EACH CLIP LEO WITH SUFFICIENT LENGTH TO ACHIEVE 3-THREAD PITH LENGTH 9°'� BTATE� FINTO METAL Wr REINFORCEMENT.AS EING IDETAI ON THIS SHEEAS T. O HORS N SEE SHAL BED DEEEETS 21 D BH26 ETWEEEEN LHON MULL AND RH CUPS.CONFIGURATION AND eNirAiil�6,,,, 3-WAY AND 4-WAY V982356 MULLION END CLIP MULLION ASSEMBLIES FIN FRAME INSTALLATIONS ISOMETRIC VIEW ;° STRAP P LLATAPE NO.MsefiH PART N0. SEE SHEET 7 FOR ADDITIONAL FIN ° V984389 FRAME INSTALLATION •;s ° ° MULL END CLIP, MULLION a •° NAIL FIN OWN MULL END CLIP, PART NO. d NAIL FIN END SPLICE, vemse PART 4 NO7 SNAP FIT o ICAP ON �CAPV98 PELLA p MSH 6 ONTO END ANCHOR PELLA TAPE A MULLION END CAP V��' NO.M3850H (TYPICAL,BOTH SIDES) 3 gEqL"NT t] AND EXTE OR •• STRUCTURAL DETAIL A • MULLION PELLA TAPE NO.M8889H •••••• •••• NO.• y • • • •• S EXTERI TRErR pQ Z •••• • $ g2 • • • END CAAPP �g H • •••• • • PELLA TAPE NO.M8850H x • • • •• •• • IL • � •• • • • • •••••• a • • • •• P ==i ELLA TAPE NO.MS850H z • • � • • • ErD MP DETAIL B ailarlm doec°mplylega1t91L. 6lortd DaldlgQ I c Dat° I NOA6 MiaA ePIW"C filRobedJ.Aaime°.P.E Fl�da RE N°.49M PELLA TAPE NO.M3850H ° • 3-WAY AND 4-WAY MULLION ASSEMBLY NOTES-FLANGE,BLOCK AND FIN FRAME: 0111111111%, p+1 �MES ++�� ."• 1110��i ° 1. 3-WAY MULLIONA83EMBLY ++4•,.•'�GENy�'•.•9�s� 1.1. VERTICAL MULLION FRAMES INTO HORIZONTAL MULLION. :'O�• V F �� 1.2. VERTICAL MULLION IS NOT CLIPPED TO HORIZONTAL MULLION.SEE SHEET 3 FOR MULLION R S O 49788 12 END CONNECTIONS. i0l:* • 1.3. SEALANT USED BETWEEN VERTICAL AND HORIZONTAL MULLION AND WINDOW UNIT. 9; • • • 1.4. PELLA TAPE NO.MSSM USED AT ENDS OF VERTICAL AND HORIZONTAL MULLION. p: VTATE1$OF :',IU! 2. 4-WAY MULLION ASSEMBLY i O S (/ 2.1. HORIZONTAL AND VERTICAL MULLIONS ARE DISCONTINUOUS AND ARE NOT CLIPPED AT wig',.• +- A- �••- • •• • 2.2. SEALANT USED BETWEEN VERT CAL AND HORIZONTAL MNULLLIIONN AND WINDOW UNIT. • 2.3. PELLA TAPE NO.MS850H USED AT ENDS OF VERTICAL AND HORIZONTAL MULLION. ��1�l/UIIH111 MULLION CAPACITY LOAD TABLES - INSTRUCTIONS p c � INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLES ON SHEETS: 1. DETERMINE THE WIND LOAD REQUIREMENT(D.P.PSF)FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING,DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN.REFERNCE THE SKETCHES ON THE INDIVIDUAL SHEETS FOR MULLION SPAN AND ac s N TRIBUTARY WIDTH DETERMINATION. v 3. IN THE FIRST COLUMN IN THE TABLE,LOCATE MULLION SPAN.IN FIRST ROW OF THE TABLE,LOCATE THE TRIBUTARY WIDTH.AT THE INTERSECTION OF THE ROW 8 CONTAINING THE TRIBUTARY WIDTH,READ THE MULLION LOAD RATING GIVEN IN PSF.THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD C$ REQUIREMENT DEFINED IN STEP 1 ABOVE. MULLION CONFIGURATIONS VS.LOAD CAPACITY TABLES ARE DELINEATED BELOW: a 1. BASED ON ONE OR FOUR POSSIBILE CONFIGURATIONS BELOW,USE THE CORRESPONDING TABLES TO DETERMINE THE MULLION LOAD CAPACITY AS EXPLAINED ABOVE. 2. CONFIGURATIONS COVERED ARE: 2.1. 1"VERTICAL UNREINFORCED&REINFORCED IN A MULLION MULTI-WIDE CONFIGURATION a M 2.2. 1"HORIZONTAL UNREINFORCED&REINFORCED MULLION IN A MULTI-HIGH CONFIGURATION ° 2.3. 1"VERTICAL UNREINFORCED&REINFORCED MULLION IN A TRANSOM OVER A MULTI-WIDE CONFIGURATION $a 2.4. 1"VERTICAL UNREINFORCED&REINFORCED MULLION IN A 4-WAY MULTI-WIDE,MULTI-HIGH CONFIGURATION o v Ll • 1"VERTICAL UNREINFORCED&REINFORCED IN A MULLION MULTI-WIDE CONFIGURA71ON F 3 v, •; a � �g Z :Ot�N4 aLAZ�NG SLAaNG GLAZING GLAZING BLOCK(CLIP V982535)AND FLANGE(CLIP V982510)FRAME INSTALLATION � •PRODUUI' PRODUCT PRtDUCT PRODUCT PRODUCT 1. UNREINFORCED MULLION z a S I •••••• 1.1. TABLE 1A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 11 1p a 1.2. TABLE IB FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET 11 ISM • a i) ••••• • 2. REINFORCED MULLION •••••• • • •• • a • • • • • 2.1. TABLE 5A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 17 ••"• • ' ""' 2.2. TABLE 5B FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET 17 c3 •••:•• •• • •••• FIN(CLIP V98435W984357)FRAME INSTALLATION °1 p t • • � •••• •••• 3. UNREINFORCED AND REINFORCED MULLION ••. VERTICAL* 3-WAY VERTICAL 3.1. TABLE 9A UNREINFORCED AND REINFORCED MULLION-SHEET 23 ,�g •••••• g • B 3.2. TALE 9B REINFORCED AND REINFORCED MULLION-SHEET 23 MULLIOrI C40NFIGUf3p�T1CN1 ••••MULLION CONFIGURATION � •••••• •••• • • • • Fbim d mmpytog ni16 Rhr Florld I1uk0 C 1"HORIZONTAL UNREINFORCED&REINFORCED MULLION IN A MULTI-HIGH CONFIGURATION �Lolz1 GLAZING PRooucr MULLION CONFIGURATIONS VS.LOAD �aml tro BLOCKICLIP V982535)AND FLANGE(CLIP V982510)FRAME INSTALLATION 1. UNREINFORCED MULLION CAPACITY TABLES ANCHORAGE �. 1.1. TABLE 2A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 12 REQUIREMENTS: r 1.2. TABLE 2B FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET 12 1. EACH LOAD CAPACITY TABLE SHEET R"W,J Nnonw%PE GLAZING 2. REINFORCED MULLION HAS A CORRESPONDING ANCHOR Emrich P.E.No.49762 PRODUCT 2.1. TABLE 6A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 18 QUAN77TIES(PER ENO CLIP)TABLE. �pNglyy� 2.2. TABLE 6B FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET 18 2, USE THIS TABLE TO INSTALL THE �•O��pMEB A �i�� FIN(CLIP V984356IV984357)FRAME INSTALLATION REQUISTE NUMBER OF ANCHORS TO ''f*'Q;0�pElYg HORIZONTAL MULLION 3. UNREINFORCED AND REINFORCED MULLION ACHIEVE THE LOAD CAPACITY. o Cb',;? �t1'• 4 a No 49752 °O% 3.1. TABLE 10A UNREINFORCED AND REINFORCED MULLION-SHEET 24 3. ANCHOR INSTALLATION IS SHOWN ON .5 CONFIGURATION = 3.2. TABLE 108 REINFORCED AND REINFORCED MULLION-SHEET 24 SHEET 5 AND 6. W.T 4. SEE SHEET 3 FOR ADDITIONAL ��9; W� INFOORMATIONRELATEDTO �•��'�`�S:c�gRlo�p`2�u�� 5. SEE SHEET 2 FOR ANCHOR i�•�is fA; N`P� SCHEDULE. MULLION CAPACITY LOAD TABLES - INSTRUCTIONS SEE SHEET 9 FOR ADDITIONAL INSTRUCTIONS 7. 1"VERTICAL I HORIZONTAL UNREINFORCED&REINFORCED MULLION IN A TRANSOM OVER A MULT14VIDE CONFIGURATION R� GLAZING BLOCK(CLIP V982535)AND FLANGE(CLIP V982510)FRAME INSTALLATION PRODUCT 1. UNREINFORCED VERTICAL MULLION 1.1. TABLE 3.1A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 13 1.2. TABLE 3.1 B FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET13 a 2. REINFORCED VERTICAL MULLION GLAZING GLAZING 2.1. TABLE 7.1A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 19 PRODUCT PRODUCT 2.2. TABLE 7.1131 FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET 19 o, R 3. UNREINFORCED HORIZIONTAL MULLION $ 3.1. TABLE 3.2A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 14 8 ease 3.2. TABLE 3.28 FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET 14 ••••••3-WAY�1jI gm 4. REINFORCED HORIZIONTAL MULLION 0 CONFIGURATION ••• 4.1. TABLE 7.2A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 20 • •• • • •• 4.2. TABLE 7.28 FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET 20 r •;•••• ' •' •••0 FIN(CLIP V984358/V984357)FRAME INSTALLATION F a • 6. UNREINFORCED AND REINFORCED VERTICAL MULLION :fee*: ' •'••••••• 5.25.1. TABLE ILIA UNREINFORCED MULLION FOR ALL SUBSTRATES-SHEET 25 z • • •••• • . TABLE 11.113 REINFORCED MULLION FOR ALL SUBSTRATES-SHEET 25 $ �- ••••• 0000*• 'a• �'8. UNREINFORCED AND REINFORCED HORIZONTAL MULLION g $�g • • 6.1. TABLE 11.2A UNREINFORCED MULLION FOR ALL SUBSTRATES-SHEET 26 ••••• ••.••. ;'•;•' 6.2. TABLE 11.28 REINFORCED MULLION FOR ALL SUBSTRATES-SHEET 26 ° + �� 0.000• • of •• •• • asa •••••• 1 900900 • • i • i1"VERTICALIHORIZONTAL UNREINFORCED&REINFORCED MULLION IN A 4-WAY MULTI-WIDE,MULTI-HIGH CONFIGURATION 11 • • ••• •• • •• :BLOCK(CLIP V982535)AND FLANGE(CLIP V982510)FRAME INSTALLATION a • •GLAZING • • o O PRODUOf •PRODUCT DUCT • 1. UNREINFORCED VERTICAL MULLION • • 1.1. TABLE 4.1A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 15 1.2. TABLE 4.1 B FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET 15 2. REINFORCED VERTICAL MULLION Fi°ride 6sld,p,i ''r. GLAZING GLAZING 2.1. TABLE 8.1A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 21 nOA# PRODUCT PRODUCT 2.2. TABLE 8.1 B FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET 21 Iglaml Daae pmdust.Cpnim 3. UNREINFORCED HORIZIONTAL MULLIONr ��rJG 3.1. TABLE 4.2A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 16 3.2. TABLE 4.213 FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET 16 4. REINFORCED HORIZIONTAL MULLION RoWlAn01°° PP- 4-WAY MULLION CONFIGURATION 4.1. TABLE 8.2A FOR WOOD SCREWS AND CONCRETE SCREWS IN CONCRETE SUBSTRATE-SHEET 22 Mida per.Na49M 4.2. TABLE 8.213 FOR CONCRETE SCREWS IN MASONRY(CMU BLOCK)SUBSTRATE-SHEET 22 A4pa4 ��•Hq� 5!N(CLIP UNREINFORCED AND REINFORCED VERTICAL MULLION Q`�p4��v CEENB•��0��%o s'•9�. 5.1. TABLE 12.1A UNREINFORCED MULLION FOR ALL SUBSTRATES-SHEET 27 �� No 49752 %0 5.2. TABLE 12.1 B REINFORCED MULLION FOR ALL SUBSTRATES-SHEET 27 6. UNREINFORCED AND REINFORCED HORIZONTAL MULLION 6.1. TABLE 12.2A UNREINFORCED MULLION FOR ALL SUBSTRATES-SHEET 28 90 TATE OF 'k� 6.2. TABLE 12.28 REINFORCED MULLION FOR ALL SUBSTRATES-SHEET 28goal'��"�:';;(0 R�p F.•��' ,�'•o,S,�ONAs V VERTICAL UNREINFORCED MULLION BLOCK FRAME(CUP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION a MULTI-WIDE CONFIGURATION MULLION TABLE 1A-WOOD SCREWS&CONCRETE SC WS/CCMCRETE MULUON TABLE IB-CONCRETE sa W MASONRY(CNIU BLOCK) �---Wt---j----W2---1 rARTIwsPAN-VA-1 mRdde d,xgMWO (VEKRCALSPAN-l'AlaNtmmRdnfwHttgMull) p LOAD WIDTH=W1+W2 MULL WAD WILL LOAD MULL LOAD MULL LOAD MULL LOAD MULL LOAD 2 OP IM) tPSFI OF IPSFI DP(PSH DP(PSM OP lPSFI SPAN WIDTH span WIDTH span WIDTH SPAN WIDTHSPAN WIDTH SPAN WIDTH w dz GLAZING GLAZING 24 75.0 24 75.0 24 75.0 24 75.0 _24_ 75.0_ 24 75.0 -� { m PRODUCT PRODUCT 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 640 a4' 0 36 75.0 35 75.0 6 75.0 36 75.0 36 75.0 36 55.4 d U d 42 75.0 42 no 42 71.3 42 75.0 42 75.0 42 49.4 g 24 48 75.0 60 __48_ _ 75A_ % 48 65.0 24 40 75.0 60 48 75.0 % 48 45.0 a 54 75.0 54 MD 54 60.3 54 75.0 54 75.0 54 4L7 60 75.0PP2 75.0 56.7 60 75.0 60 75.0 60 39.3 66 75.0 75,0 66 54.0 66 75.0 66 75.0 66 37.4 72 750 no V n 75.0 72 75.0 n 360 a CO f--W1 W2 24 75.0 24 75.0 24 75A 24 75.0 24 75.0 24 72.0 6 _75.0_ 30 75.0 -30 75.0 30 75.0 30 75.0 30 59.6 W d$a FMAZING 6 75.0 36 75.0 6 74.3 6 75.0 36 75.0 35 SL4 4 GLAZING 42 75.0 42 75.0 42 65.6 42 75.0 42 75.0 42 45.7 7 A $ z PRODUCT PRG IL1CT PRODUCT 30 48 75.0 65 48 75.0 102 48 _ _ 58.6 30 48 75.0 65 48 75.0 102 48 41.5 7 3 3 54 710 -54 75.0 ---54 53.4 54_ 75.0 54 73.8 54 38.4 0 �m S • •• 60 75.0 60 75.0 60 49A 60 75.0 6o 720 Go 36.0 F r W`�' N sic a e ••i••• 66 75.0 66 75.0 66 46.4 66 75.0 66 714 66 34.2 ? z .00. n 75.0 n 75.0 n 44.0 n 75.0 n 714 n 32.7 • ••: • • 24 75,0 24 75.0 24 75.0 24 75.0 24 750 24 67.5 _2 g Z •••••• 30 75.0 30 75.03D 74.4 30 75.0 6 75.0 30 5S.7 • • 36 75. 6 6 0 36 no 62.9 36 75.0 36 75.0 480 W W •• • •••••• 1at �42 75A 42 75.0 42 54.842 75.0 42 729 42 416 $� 0:04000 • •• •• •• 6 48 75.0 72 48 75.0 108 48 48.9 36 48 75.0 n 48 67.5 108 48 386 IL �$l a oi 0 0 • 0 • 54 75.0 54 750 54 444 54 75.0 54 64.0 54 6.6 4.0 •t • • 60 75.0 60 75A 60 410 60 75.0 69 617 60 33.2 ••••• •••• •••• 66 75.0 66 75.0 66 63 66 75.0 66 60.4 66 3L4 910904,• 000000 n 75A n 75A n 362 n Iso n 60.o n �.o •••••• 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 63.5 tnl .$��sq• • • • •••••• 30 75.0 30 /5A 30 611 30 75.0 30 75.0 30 514 CO g • 6 75.0 6 75.0 6 512 35 75.0 6 n.0 6 4S.0 •••••• •••• •••••• • • • • 42 75.0 42 75.0 42 46.3 42 75.0 42 _65.0 42 39.8 g 0 •• • • •• 42 48 75.0 78 48 MO 114 48 4L2 42 48 75.0 78 48 600 114 48 360 • • • • 600990 •••• • • 54 75.0 54 7S.0 54 37.4 54 75.0 54 56S 54 311 • • 60 75.0 60 750 60 34.4 60 75.0 60 54.0 60 309r c+,I;.l tnu uitlt M• ,�7pr�ift.S:f•:tt C •••• 66 75.0 66 75.0 66 32.0 66 75.0 66 524 66 29.1 Ltelt S� {^.J•1 n 750 n 743 n 302 n 75.0 72 514 n 27.7 u1A&/ _(J d vAflll":t>�PeodadCi 24 75.0 24 75.0 24 66.8 24 75.0 24 75.0 24 60.0 o e 30 75.0 30 75.0 30 S19 6 75A 30 75.0 30 49.4 ANCHOR QUANTITIES(PER CLIP END) 6 75.0 6 75.0 36 45.5 6 75.0 36 65.5 6 414 SUBSTRATE ANCHOR MN.QUANTITY 42 75.0 42 75.0 42 39.5 42 75.0 42 58.8 42 37.4 ftA�bettJ.Anlmuso,P.E. CONCRETE CONCRETESCREW 4 48 48 75A 84 48 75.0 120 48 6.1 48 48 75.0 84 48 54.0 120 -. 48. -.339 Fkdb P.E.Na 49762 MASONRY(CMU BLOCK) CONCRETESCREW q `� 75.0 54 730 54 3L7 54 75.0 F14 50.5 59 3L0g1Ugq60 75.0 60 69.3 60 29.1 ED 75.0 48.0 60 2" ,•pJIJWOOD WOOD ORTAPPING SCREW 666 75.0 66 66.7 66 27.1 66 75A 46.2 66 27.1 ,��AASTM A-6 TAPPING SCREW 6 n 75.o n 65.0 72 25.5 72 75A 4S.0 n 25.5 ��0`.• (•iEAI��;.•9N%I�� 24 75.0 24 75.0 24 75.0 24 75.0 �:Qom' NO 45782 O 160 3-TSTHICTAPPING SCREW 6 30 750 6 75.0 30 75.0 6 69.1 :*: 1 6063-TS 6 75.0 6 75.0 6 75.0 36 600 _ 1* 35 0.0346"THICK ASTM A-653, TAPPING SCREW 6 42 no 42 75.0 =121&. 42 S17 M,pL STATE l� Cc 33 KSl(STEEL STUDS) S4 48 75.0 90 48 709 54 90 48 49.1 i L1• 1)SEE ANCHOR SCHEDULE FOR FASTENER REQUI REMENTS. 54 75.0 54 66.0 54 417 '��'�•••�( Qr••��`�� ,FS•.o�� p. 2)ANCHOR QUANTITIESARF FOR EACH CLIP END. 60 710 60 62.4 60 75.0 60 43.2 66 75.0 66 59.7 66 47.,3 72 750 n 579 1 72 1 40.0 BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION 1LL HORIZONTAL UNREINFORCED MULLION MULTI-HIGH CONFIGURATION MILLION TABLE 2A-WOOD SCRWS&CONCRETE SCREWSJCONCREIE MULLION TABLE 28•CONCRETESCREWSIMASONRYPILI BLOCK) (HORRONTALSPAN-1"Aluminum Relnfordng Mull) (HORIZONTALSPAN-1"AIvMm+m Relaforclm Mull) Q� r--MULLION SPAN---i MULL ]DAD MULL LOAD MULL LOAD MULL LOAD MUll LOAD MULL WAD H W ---- I SPAN WIDTH �1 SPAN WIDTH �( SPAN WIDTH � ) m op SPAN WIDTH SPAN WIDTH IPSP) SPAN WIDTH �(P ) W D. GLAZING 24 75.0 24 75.0 24 710 24 751 24 7S.0 24 7S.0 'O 8 L� PRODUCT 30 75.0 30 75.0 3D 751 30 751 3D 75.0 30 60.0 a 36 710 35 75.0 36 75.0 36 75.0 36 75.0 36 514 42 75.0 72 42 75.0 42 71.3 48 42 75.0 72 42 72.6 % 42 49.4 ..... GLAZING 48 710 48 751 610 48 75.0 48 67.5 4151 Q Tp PRODUCT 54 75.0 54 751 54 60.3 54 75.0 54 64.0 54 4L7 - - 60 75.0 60 75.0 60 56.7 Fm 75.0 60 61.7 60 39.3 66 75,0 66 75.0 66 54.0 66 F 66 60.4 65 37.4 4 _� 24 75.0 24 75.0 24 75.0 24 710 24 75,0 24 72A T a O 30 75.0 30 751 30 75.0 30 710 30 7&0 30 59.6 F7 t�V a Ly LOAD DTH=W1+W2 36 75.0 36 751 36 743 36 75.0 36 72.0 36 SL4 t! •1i• 42 75.0 78 42 710 42 616 54 42 75.0 78 42 65.0 42 45.7 p a • • 2 48 75.0 48 75.0 102 48 S&6 48 75.0 48 6(10 48 41.50009 ~S • • • • 54 75.0 54 751 54 53.9 59 75.0 54 56.5 54 3B.4 Z £> • •• • • •• 60 75.0 60 751 Go 4114 60 7S.0 60 540 60 361 O • • • • 66 710 66 75.0 66 46.4 66 7S.0 66 514 66 34.2 r •••••• •••• ••:••• 24 75.0 24 75.0 24 751 24 75.0 24 75.0 24 67.5 0£SI[]1�ZL a' • • • •••••• 30 75.0 30 75.0 30 74.4 3D 751 30_ 75.0 30 517 (O j ••••. •••• •••• 35 75.0 36 710 36 62.9 36 7S.0 36 615 36 46.0 0 Z via 0 0 0 • 42 75.0 42 7S0 42 54.8 42 75.0 42 58.8 42 42.6 V W ••••• •••• •••• 60 48 75.0 94 48 710 TGB 48 4&9 48 no 84 48 540 Loa 48 38.6 g LU 5 • • - -MIS- 54_ 75.0 59 73.0 54 40.4 54 75.0 54 S45 SO `• �� • • • • • 60 75.0 60 623 60 411 60 75.0 66 48.0 w 33.2 ,�.w •••••• • •• •• •• 66 75.0 66 66.7 66 38.3 65 75.0 66 46.2 66 31.4 7C9 •• • •••••• 24 75.0 24 75.0 24 75.0 24 75.0 24 no 24 63.S • • • • 30 75.0 30 75.0 30 63.1 30 75.0 30 69.1 30 52.4 SL12- •••••• • • • • 36 75.0 36 710 36 53.2 36 75.0 36 60.0 36 45.0 O ills• • • • • 42 75.G 42 75.0 42 46.3 42 7S.0 42 53.7 42 39.8 N-I •••••• e o o 48 75.0 48 70.9so - 114 4W 4L2 48 66 7i0 48 421 119 48 36.0 m g • s •••• • •• 54 75.0 54 66.0 54 37.4 54 73.8 54 417 54 33.1 X� • •• 60 75.0 60 _674 60 _34.4 _ 60 72.0 fi043.2 60 30.9 66 75.0 66 527 66 321 66 7L4 66 413 66 29.1 24 66.8 24 60.0 Opp owd rta com4p4)dr3 wUb IM 30 53.9 30 49.4 PImWa Rn1+0 e OaW 4 36 415 36 CA NOAB 120 42 39.5 120 42 37PIMA, Ii- .4 ml de Prod lid 48 35.1 48 33.8 QY 54 317 54 31.0 ANCHOR QUANTITIES(PER CLIP END) 60 2.9.1 60 28.8 I SUBSTRATE ANCHOR A41N.QUANTITY 66 27.1 66 27.1 R4bwIJ.Amomso.P.E. CONCRETE CONCRETE SCRFW 4 Fbdda P.E Ne 49762 \Ut\\flh� MASONRY(CMU BIDCK) CONCRETE SCREW 4 Opp\jWES.t 41%, WOOD WOOD OR TAPPING SCREW 6 ��1-��.••t,,� .3•I� 1/8"]HICK TAPPING SCREW 6 ,A cs •�,�CiCN44�••9��, ASI MA•36 Ze Q;' No 49762 •O 1/8"THICK TAPPINGSCREW 6 *' •� 0.0346"THICK ASTM A-653, <�•.... •STA Offu33 KSI(STEELSTUDS) TAPPING SCREW 6 ip ••. 1)SEE ANCHOR SCHEDULE FOR FASTENER REQUIREMENTS. •�•�S•+....:..'•�`d�2`, 2)ANCHOR QUANTITIES ARE FOR EACH CUP END. ,,�••,IsjjQNA,�,,�a,, � 9 1"VERTICAL UNREINFORCED MULLION IN A BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION TRANSOM OVER A MULTI-WIDE CONFIGURATION MULLION TABLE 31A-WOOD SCREWS&CONCRETE SCREWS/CONCRETE MULLION TABLE 310-CONCRETE SCREWS/MASONRY(CMU BLOCK) •� (VERTICAL 3-WAY SPAN-1°aundm RdnImIng Mull) (VERnCA.3-WArSPAN-1°auminum Relnforcln8 Mull MULL LOAD MULL IAAD MULL LOAD MULL LOA) MULL LOAD MULL LOAD F O: GLAZING DP(PSF) DP(PSF) DP D`Sft DP(PSF) OP IPSP! DP(PSF) tu 0. SPAN WIDTH SPAN WIDDI SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WID7H W PRODUCT 24 75.0 24 75.0 24 75.0 24 75.11 24 75.0 24 75.0 a 5 Q co 30 75.0 30 75.0 _ 30 75.0 30 75.0 30 75.0 30 75.0 8 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 a OlA7.INp p1.A2JN0 42 75.0 42 710_ 42 75.0 42 75.048 42 75.0 42 72.6 PROOUOT PRODUCT 24 48 75.0 48 48 -- 75.0 72 4R 710 24 48 75.0 4R 75.0 72 48 67.5 Q g� 54 75.0 54 - 75.0 54 7S.0 54 75.0 54 75.0 54 64.0 60 75.0 60 75.0 GO 75.0 60 75.0 60 75.0 60 61.7 �'--'W1--^I'^W2-"I 66 75.0 66 75.0 66 75.0 66 75.0 66 75.0 66 6D.a m _24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 a co 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 ro a 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 36 72.0 LOAD WIDTH»W1+W2 42 75.0 42 75.0 42 75.0 42 75.0 54 42 75.0 42 65.0 O Z 30 -48 75.0 48 75.0 54 78 48 75.0 30 48 75.0 48 75.0 78 48 60.0 q S4 75.0 54 75.0 54 75.0 54 75.0 54 75.0 S4 S&S Z 3 • •• 60 75.0 60 75.0 60 75.0 60 75.0 60 75.0 60 54.0 • • • 66 75.0 66 75A 66 75A 66 75.0 66 75.0 66 52.4 i✓ N53 Z y4 • • •••• • •• QQ KK •••••• 24 75.0 24 75.0 24 75.0 24 75.0 r24 75.0 24 75.0 eK .-1� y Z • • •••••• • • 30 7510 30 75.0 30 75.0 30 75.0 75.0 75.0 •••••• • • • • __36 75.0 36 75.0 36 75.0 36 75.0 75.0 36 615 • • s • 42 75.0 42 75.0 47 75.0 42 75.0 75.0 8442 58'6 48 79.0 sD 4a 75.0 ea 48 75.0 38 4875.0 so 75.0 54A Sa54 75.0 54 75.0 54 73A 54 75A 75.0 54 50.560 75.0 W 75.0GO 69.3 6075.0 75.0 60 48.0 ' p 66 75.0 66 75.0 66 66.7 66 75.0 no 66 46.2 ^3 • • ••••• ••s• •••• 24 75.0 24 75.0 24 75.0 24 75.0_ 24 75.0 24 75.0 �m • • • • 30 75.0 30 75.0 30 75.0 30 75.0 3D 75.0 30 69.1 • • •••• •••• 36 75.0 -.36 15.0 36 75.0 36 75.0 36 75.0 � •••••• W • s • •••••• _42_ 75.0 42 75.0 42 75.0 42 75.0 42 75.0 42 53.7 VI m • 42 48 75.0 48 75.0 48 70.9 66 90 42 48 75.0 86 48 75A 48 49.1 90 E •••••• •••• •••••• • • • • S4 75.0 S4 75.0 S4 66.0 54 75.0 54 73.6 54 45.7 • •• • • 60 75.0 60 75.0 r42 62.4 60_-- _ 75.0 60 72.0 60 43.2 0 • .09. 66 75.0 65 75.0 59.7 66 75.0 66 71.4 66 4L3 •••••• •••• • • • • 75.0 24 75.0 4ppwvedrocompl)1BBaRh�(�r 0000 75.0 � 64.0 kD 554 42 49.4 75.0 36 55.496 71.3 96 48 45.0 4 65.0Sa 417 611360 393 ANCHOR QUANTITIES(PER CLIP ENO) S'766 37.4 93SUBSTRATE ANCHOR MUT.QUANTITY %o RnbeRJ.Ammua0.PJ2. CONCRETE CONCRETE SCREW 4 FIcMa P.E.Nn 49M MASONRY(CMU BLOCK) CONCRETE SCREW 4 ,`�p,��`��jpW1ES�fgyl � WOOD WOOD OR TAPPING SCREW 6 00 1/8"THICK �o 00t••y tp% ASTM A-35 TAPPINGSCREW 6 'yNo 4497 1(L0 1/8"110CK =*' V� �I I1•* TAPPING SCREW60 6 y.p1 =ate STATE OF OA346°THICK ASTM A-653, t�4/q TAPPING SCREW 6 •. ) CHS. ,,tt-6' P•O•l�w� 33 KS)(STEEL ANCHOR SCHEDULE FOR FASTENER REQUI BEMENT ,y'i�SJONAI-��` 2)ANCHOR QUANTITIES ARE FOR EACH CUP END. fE✓fEJEE1EISS'S, 1" HORIZONTAL UNREINFORCED MULLION BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION IN A TRANSOM OVER A MULTI-WIDE LO CONFIGURATION N MULLKN TABLE 3.2A-WOOD SC9LWS&CONCRETE SCREWS/CONCRETE MLALION TAME 3211-CONCREF6 SCREWS/MASONRY(CMU BLOM V F^ MULLION SPAN -I (HORIZONTALS-WAYSPAN-I-AWMINUM REINFORCING MUWON) (HORRONTAL 3-WAYSPAN-I-ALUMINUM REINFORCING MULLION 4h g _ MULL LAAO Mutt LOAD MULL LOAD MULL LOAD MIAL LOAD MULL LOAD V DP(PSF) OP(PSF) DP(PSF) DP(PSF) DP(PSFI DP(PSFI GLAZING SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH {IJ PRODUCT 24 75.0 24 75A 24 551 24 75.0 24 67.2 24 381 CC3311 W 30 MA 30 7SA 30 52.1 7511 30 631 30 361 D. 36 75A 36 75A 36 495 36 75A 36 $99 36 343 GLAZING GLAZING 42 75A 42 75.0 42 47A 42 7511 42 64.9 42 32.8 Q PRODUCT PRODUCT 48 Q8 7511 78 411 75A 108 453 48 QB 7511 78 4B 595 108 313 8 I 54 75A S4 75.0_ 54 471 54 75A 54 553 54 3511 ll 60 7S.- 7S. 511 60 7511 60 435 60 7511 60 520 6U 331 66 75A 66 713 66 405 66 75A 66 49.3 66 311 C n 754 72 681 72 381 n 75A 71 471 72 293 M LL _ 24 75A 24 7511 24 501 24 7S.0 24 59.2 24 349 a Ua LOAD WIDTH=W1+W2 30 7sA 30 7sA e73 30 7s4 30 55.6 30 32.9 •••• 36 75A 36 754 36 45.1 36 75.0 36 523 36 3L2 ••• • • 2 42 75A 42 75A 42 432 42 7SA 42 S8.8 42 29.9 • • S4 48 75A 84 48 7510 114 48 415 54 48 75.0 84 48 539 114 48 289 Z • •• • • ••1• 54 75.0 54 721 54 39A 54 7511 54 499 54 279 F 3o'li 4) •••••• •••••• •••••• 6D 7511 60 675 60 365 60 7511 60 469 60 309 � LN ZI11 Q 66 754 66 64A 66 34A 66 75A 66 443 65 29,0 ¢ C t,RK' •••••• •••••• n 7511 72 6111 72 319 72 7SA 72 422 n 27.9 Zs`+z • • 0:6* 24 7511 [24 754 24 459 24 7S.0 24 S25 24 31.8•••• 30 75.0 713 30 43A 30 75.0 30 49A 30 30.1 N w• O••••• •••• •••• 36 7SA 67.6 36 41.3 36 75.0 35 469 36 285• 42 7511 64.7 42 39b 42 7511 42 449 42 2711 O,00 48 7511 90 70.9 120 48 369 60 48 7511 90 48 491 120 48 263• •• •• •• 54 75.0 65.6 54 33b 54 7510 54 45.4 54 25A60 7511 6111 6D 309 W 754 60 425 fi0 tae_ 667511 584 66 782 66 739_ 66 402 66 271 U •••••• •••••• • • 72 75. n 551 72 2711 72 711 72 382 n 2S.6 m 6 3 • • • • • 24 7511 K336 679 24 7S O 24E41.6 $ •••••• • • • 30 75.0 63A 30 75.0 30 • • •••• • •• 36 75.0 60.6 36 75.0 3642 7510 579 42 75.0 4265 411 75.0 96 6511 65 48 752 96 4854 75.0 601 54 701 54 •�.;�rrJ Pt,ft-1plyORfY(til LtA'60 7511 561 60 6511 60 'r]brUg HU1,6�C U+M Y 66 7511 66 534 66 635_ 66 _ _36.7 (+tOAB 72 7s.o n 503 n 612 72 34A 119 Peon V3D 75.0 24 63.0 24 75A 24 422 ` _75.0 30 575 30 723 30 392 ANCHOR QUANTITIES(PER CLIP END) 7511 36 Sob 36 7SA 36 372 SUBSTRATE ANCHOR MW.QUANTRY 75.0 42 521 42 723 42 361 Ro64M1 J. ,RE CONCRETE CONCRETE SCREW 4 72 75.0 102 48 501 n 48 j%4 102 48 349 FIoH4R PE No.49762 By 75.0 S4 55.4 54 54 38.4 \lll1U!!Q MASONRY(CMU BLOCK) CONCRETE SCREW 4 75.0 60 579 60 60 359 �� pMES qWOOD WOOD Oft TAPPING SCREW 6 66 75.0 66 48.7 66Ero1/8"THICKTAPPING SCREW 6 7511 n d6A 72 72 3211 C,Qo� 61. 18782•aeNO+ ASTM A-36 o p VTA'rftOF 975216063-{T5K TAPPING SCREW 60E*0.0346'THICK ASTM A-653, y1) .1a 33 KSI(STEELSTUDS) TAPPING SCREW 6 ✓p��•��R *e.�2l4,� 1)SEE ANCHOR SCHEDULE FOR FASTENER REQUIREMENTS. ,,jj�ss ONA1• pv�,,, 2)ANCHOR QUANRTI FS ARF FOR EACH CUP END. h!!•ll\H� , r � 1"VERTICAL UNREINFORCED MULLION BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION IN A 4-WAY MULTI-WIDE, MULTI-HIGH LALIONTABLE4. WOODSMCONCUUSM M& W4/CORCBETE MIA11oN ramE4AB-CGNZRE768CPLHISrMA101IaY(u+u eLOL CONFIGURATION M �K7 )VEn=4-WAYSPPN-raumlmimRdlfrdn8 Mwil tVUd 4.4WAYSPM-1•Aladl aetu xwa Md1) tl PPtt11 MULL TOAD MIRL LOAD mm LOAD MOLL wo WPM mum wo 0P(PSF) MW' LOAD OP(PSf) W W1 W2-�1 SPAN WIDTH DP IPSFI SPAN WIDTH �lP SPAN WIOTN �) ) SIM WIDTH SPAM WIDTH sPAN WIDTH 1171111 1 I 24 75.0 24 75.0 24 75.0 24 no 24 no 24 75.0 p T 30 75.0 30 75.0 30 7M 3o 75.0 3D 75.0 3D 610 IL 36 75.0 36 710 36 710 36 75.0 35 710 35 55A S GLAZING GLAMO 42 75.0 42 710 42 71.3 42 710 42 75.0 42 464 PRODUCT PRODUCT 36 48 710 66 48 760 95 4B 610 36 74.0 66 49 54 75A 95 48 43.0 54 43.7 y 54 710 54 710 54 60.3 d 60 710 60 710 60 3.8 56.7 60 710 60 72.0 60 3&3 66 710 66 75.0 66 535 66 75.0 7L4 66 37A GIAz1NG n ?10 7z 710 n 49.4 n 710 n 7L4 7E 36.0 d LL PRODUCT PRODUCT G 24 710 24 75A 24 75A 24 75.0 24 710 24 72.0 e 1 30 710 30 7" 3D 75A 30 710 30 75.0 3o 59.6 tp 36 710 36 75.0 36 74.3 36 710 36 710 36 51.4 F 42 75.0 42 710 42 66A 42 710 42 n6 42 417 LOAD T71DTH=W1+W2 42 48 75.0 n 48 710 100 49 59.1 42 48 75A n 49 67.5 192 48 41.5 9 0 0 • 54 75.0 54 710 54 512 54 75.0 54 60.0 54 364 W g t a • • •••• 60 710 6D 75.0 60 464 60 73,0 60 6L7 60 360 0000•• • b • • • • • 66 75A 66 75.0 56 44.4 66 710 66 60.4 66 34.2 0000•• n 710 n 710 n 41.0 72 710 72 660 n 32.7 s •:•••• • • • • • 24 75A 24 710 24 710 24 710 24 710 24 67.5 • • •••••• 30 710 30 75.0 30 75.0 30 75.0 3o 75.0 3o 517 Lu • 36 710 36 75.0 36 64.4 36 710 36 72.0 38 48.0 0000•• •••••• 000000 42 7" 42 710 42 519 42 75.0• 42 610 42 42.6 4 .3 g ••••• • •• •••••• 48 48 75.0 78 48 710 106 48 49.5 48 48 710 78 48 60.0 106 48 366 • • 54 750 54 75.0 54 44.5 54 ISA 54 565 54 316 U . 060 710 60 710 60 405 60 75A 66 50.0 66 33.4•••• •••• 66 75,0 66 710 66 37.2 66 7SA 86 52.4 66 3L4 •00.0• �& & • • • 0 0 0 0 0. n 710 n 74.3 n 344 n 710 n 5L4 n 30.0 • 24 710 24 75.0 24 75.0 24 710 24 75.0 24 635 ••00•. ••0• 0000.• 30 75.0 30 710 30 60.8 30 710 30 710 30 52.4 • 0 • • 1 0 •• • • •• � 710 96 710 � 54.6 36 75A 36 65'5 36 4SA 0 • • • 42 75,0 42 710 42 47.3 42 710 42 58.8 42 39.8 ••.••• •0 0 0 • • 54 48 710 84 48 710 114 48 4L9 54 48 75.0 84 48 50.0 114 48 36.0 • � ,L.L•�UYC4 Y9 MwpI)'InB Ylith ldr •••. 54 710 54 73.0 54 37.7 54 710 54 So5 54 33.1 60 710 60 69.3 60 34.3 60 710 60 460 60 30.9 - 66 710 66 667 66 3LS 66 710 462 66 29.1 (0'11n1I1 1I�1'r'fOY41 I"4 - n 76o n 610 n 291 72 75o 71 450 n v.7 24 710 24 710 24 68.S 24 710 24 14.. 24 60.0 k7 g, ANCHORQUANTMES(PERCLIPEND) 30 75A 30 75A 30 SSA 30 75A 30 30 414 SUBSTRATE ANCHOR MOLQUANTRY 36 75.0 36 75.0 36 464 36 75.0 36 36 4M R0bedl Amam.o.P.E. CONCRETE CONCRETE SCREW q 42 710 42 75A 42 40A 42 75.0 42 42 37.4 Pkldde P.fl Na 4876! 60 48 75.0 90 48 709 120 48 317 60 48 75.0 90 46 120 48 334 MASONRY(CMU BLOCK) CONCRETESCREW 4 54 75A 54 660 5i 32.1 54 75.0 54 54 3L0 I44EENby,1 w000 WOOD ORTAPPING SCREW s 60 75.0 6D 62.4 60 29.2 60 710 60 60 268 �P�,, SpIdEB A �,�,, Q•.,,... 1J8"THICK 66 MO 66 59.7 65 268 66 710 66 66 268 ,`.�fkl 4��ELYB .,%G.'j, TAPPING SCREW 6 72 75.0 n 57.8 n 24.8 n 710 n n 20.8p•.•• JI -¢=4ETEi 2 %O- �606�Ti TAPPING SCREW0.0346°THICKASTMA-653, : � d 4 33 KSI(STEELSTUDS) TAPPING SCREW6 �•..� F• �,: 1)SEE ANCHOR SCHEDULE FOR FASTENER REQUIREMENTS. f 2)ANCHOR QUANTITIES ARE FOR EACH CUP END. ,r,,,�ss;�a AL�0.?,• 1" HORIZONTAL UNREINFORCED BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V98251O)INSTALLATION MULLION INA 4-WAY MULTI-WIDE, a MMM SCREWS&CONCRMSMMSICONCRM MMUDN TA8LE4.2B-CDNCREIESCREWS/MASONRY(CMUBLOCK) MULTI-HIGH CONFIGURATION ------ (HONZONrAL4-WAYSPAN-1'14uvdmrmRdnlmcing Mull) (HONZONW 4 VNSPAN-I-NudM=Reln(ordng Mull) MULL LOADMULL LOAD MULL LOAD MULL LOAD MULL LOAD MILL LOAD OP(PSFI DP IPSP) DP lPSF) V op DP � SPAN w24 (PST) VAN W24 DP(I SPAN WIDTH (PSN SPAN WIDTH SPAN WIDTH SPAN W107H- --MULLION SPAN - o 75.0 24 Iso 24 7S.0 24 no 24 no 30 710 30 75.0 30 75.0 30 75.0 30 75.0 30 64.0 s o 36 75.0 36 710 35 75.0 36 75.0 36 no 36 55.4 GLAZING iL ry,O 36 42 _ 75.0 66 42 75.0 96 42 73.0 36 42 75.0 66 42 75.0 96 42 49.4 IY N PRODUCT PRODUCT. 48 75.0 48 75.0 48 66.5 48 75.0 48 75.0 48 45.0 Q I� 54 75.0 54 75.0 54 6L7 54 75.0 54 73.8 54 4L7 60 75.0 60 75.0 60 55.1 60 75.0 60 72.0 60 39.3 24 7i0 24 710 24 75.0 24 75.0 24 75.0 24 7L0 m GIAZIN0 30 75.0 3D 75.0 30 710 30 75.0 30 75.0 30 516 PRODUCT PRODUCT 36 710 36 75.0 35 75.0 36 75.0 35 75.0 35 SL4 Gi O 42 42 710 72 42 75.0 102 42 67.6 42 42 710 72 42 7L6 702 42 447 tl a m 48 710 48 710 48 59.9 48 75.0 48 67.5 48 4L5 •••s _ _ 54 75.0 54 75.0 54 525 sa 75.0 54 64.0 54 364 •••••• •••• • • 60 75.0 60 75.0 60 46.5 W 75.0 GO 6L7 W 36.0 7 • LOAD WIDTH=W1 I A • • Z4 75.0 24 75,0 24 740 24 75.0 24 75.0 24 67.5 z 5 •• •••• 2 • • 30 75.0 30 75.0 30 75.0 3D 75.0 30 75.0 30 547 F�O,O g Q •••••• •• 36 710 36 75.0 36 67.1 36 75.0 36 72.0 36 4&0 W a° z • 48 42 75.0 78 42 75.0 108 42 5&3 48 42 75.0 78 42 640 108 42 42.6 co HD OC B :000% • •••••• 48 710 48 7i0 48 50.7 48 7S0 48 GOA 48 3&6 S •••• •••• 54 75.0 54 75.0 54 44.5 54 75.0 54 %5 54 3i6 gggg • • • • 60 75.0 60 75.0 60 39.6 60 710 60 54.0 60 332 W � ••••• •••• •••• r42 75.0 24 75.0 24 70.4 24 75.0 24 75.0 24 63.5 000:0* • • 0000 • •• •••••• 710 30 75.0 30 63.6 30 75.0 30 75.0 30 52.4 75.0 36 75.0 36 56.4 36 75.0 36 65.5 35 45A • •••• ••••• •••••• 54 75.0 84 42 75.0 114 42 435 54 42 75.0 84 42 5&8 114 42 39.8 Ln 1 • • •••••• 75.0 48 75.0 48 433 48 75.0 48 50.0 48 360O75.0 54 74.7 54 3&1 54 75.0 S4 50.5 54 33.1 7i0 60 70.9 60 33.9 W 710 60 460 60 309• 75.0 24 _ Fi.O M 563 24 710 24 710 24 58.3 e 0060*: • • • 30 75.0 30 75.0 30 533 30 710 30 69.1 30 49.4 • • 0000 • •0 • • • 36 75.0 36 710 1 36 67.1 36 75.0 36 60.0 36 460 • •• 60 42 75.0_ 90 42 75.0 120 42 422 60 42 75.0 90 42 517 120 42 37.4 48 75.0 48 725 48 37.2 48 710 431 48 33.8 LA mcd at�F4ing•fib jw 54 75.0 54 67.6 54 32.8 54 75.0 54 45.7 54 31.0 60 75.0 60 63.8 60 29.2 60 75.0 60 432 60 28.8 ANCHOR QUANTITIES(PER CLIP END) SUBSTRATE ANCHOR MBN.QLIANTITY Robmt J.Aantuso,P.E CONCRETE CONCRETE SCREW 4 Florida P.F.No.48752 MASONRY(CMU BLOCK) CONCRETE SCREW 4 ,,,\011111ButI,• WOOD WOOD OR TAPPING SCREW 6 ��42. ........�14 1/B"THICK ��,044•V GE Nsi�'•Xr, ASIMA-36 TAPPINGSCREW 6 ►,�: qo 45782 ip-%. 118-THICK 6063-TS TAP PING SCREW 6 71•P 3*�_ 0.0346"THICK ASTM A-653, �� STAT OFI� 33 KSI(STEELSFUDS) TAPPINGSCREW 61)SEE ��Q� �� O�•`2�,� ANCHOR 2)ANC ORQUANTITISAREFOREACHULE FOR EREQUIREMENTS. CUPEND. j �hpnu•\\�t w • 1"VERTICAL REINFORCED MULLION BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982590)INSTALLATION MULTI-WIDE CONFIGURATION MUU.=TABLE SA-WOOD SCREWS&CONCRETE SCREWSICONam MULLION TABLE 58-CONCREIE SCRIWS/MRSONRY(CMU BLOCK) N I� (VERnuISPAN-rwutmm,mw.anlwanI Mull vtRm .«tuorent) (VERnuusPAN-1•ammnum RelMwane Mull w/Relntacmnen4 I -W1' 'I' W2 MULL LDADMutt LOAD ML1LL LOAD MULL LOAD MULL LOAD MULL TOAD O LOAD WIDTH=W7+W2 SPAN WIDTH DPIPSF) SPAN WIDTH OPIPsFl SPAN WIDTH �( SPM! WIDTH OPIPSFl SPAN WIDTH OF(PST) (PSF) SPAM WIDTH OP 2 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 U l l GLAZING GLAZING 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 3D 64.0 LU PRODITOT PRODUCT 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 36 55.4 to Q8 z 75. 42 0 42 75.0 42 71.3 42 75.0 42 75.0 42 49.4 0 lL �`� 0 24 48 75.0 60 48 75.0 96 48 65.0 24 48 75.0 60 48 75.0 96 48 45.0 54 75.0 54 75.0 54 60.3 54 75.0 54 75.0 54 4L7 60 75.0 60 75.0 60 56.7 60 75.0 60 75.0 60 39.3 a 1 66 75.0 66 75.0 66 54.0 66 75.0 66 75 0 66 37.4 72 75.0 72 75.0 72 52.0 72 no 72 360 24 750 24 75.0 24 75.0 24 75.0 24 75.0 24 72.0 yQ W7_�-<q12 30 75.0 30 75.0 30 75.0 30 75.0 75.0 30 59.6 O 36 no 36 75.0 74.3 _ 36 75.0 36 75.0 36 5L4 a,W a 42 75.0 42 75.0 42 66.0 42 75.0 42 75.0 42 4S.7 Z J NG 30 48 75.0 66 48 75.0 102 48 60.0 30 48 _ 75.0 66 48 75.0 702 48 4L5 R L z PRODUCT DPNG RODUCT PRODUCT 54 75.0 54 75.0 54 55.5 54 75.0 54 73.8 54 38.4 o a 6D 75.0 60 75.0 60 52.0 60 75.0 Go no 6o 360 a y : .00. 66 75.0 66 7s.0 66 49.3 66 75.0 66 na 66 34.2 0 y • • fees •• 72 75.0 lz 75.0 72 47.3 n Tia 72 na 7z 3L7 Do u z a •••••• • • 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 675 Z 2 •• •: • • 30 75.0 30 75.0 75.0 30 75.0 30 75.0 55.7 •• •• • • • 36 75.0 36 75.0 36 69.3 36 75.0 36 75.0 35 48.0 0 g W • • •••••• 42 75.0 42 75.0 42 61.5 42 75.0 _42 _ 7L6 42 42.6 36 48 75.0 72 48 75.0 108 48 55.7 36 48 75.0 72 48 67.5 1116 48 38.6 W g� • SL *00009 • •• •e •e Sa 75.0 54 75.0 54 SM 54 75.0 54 64.0 Sa 35.6 IL W � ••e•• •••••• i••i•• 60 75.0 50 75.0 60 4&0 60 no 60 6L7 60 33.2 �}c0 66 75.0 66 M.O_ 66 45.4 66 75.0 66 60.a 66 31.a o �••i•e •e•••• •••••• 72 75.0 72 75.0 72 43.3 27 75.0 72 600 72 3010 rNn • • •••• •••• 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 63.5 e••••• 30 no 30 75.0 30 75.0 30 75.0 30 75.0 30 5La � f • • • ••:••• 36 75.0 36 75.0 36 65.0 36 75.0 36 72.0 36 45.0 m 41,111 � ••e e•• ••e• •e e••• 42 75.0 42 75.0 42 57.5 42 75.0 42 65.0 42 399 • • • • 42 48 75.0 78 48 75.0 114 48 SLO 42 48 75.0 78 48 60.0 114 48 360 • •• • • •• 54 75.0 54 75.0 54 47.8 54 75.0 54 565 54 33.1 - $ • • • • W 75.0 60 75.0 60 44.6 60 75.0 60 54.0 60 309 ••e••e •e•• • • • • 65 75.0 66 75.0 66 42.0 66 75.0 66 SL4 66 2A1 4pProve4 at romIUyw,w o,1b, •••• 72 75.0 72 74.3 72 40.0 72 7S.0 72 5L4 72 27.7 FTMIT WILL B C 48 24 75.0 84 24 no 120 24 75.0 48 24 750 84 24 75.0 120 24 60.0 Watt d.. 30 75.0 30 75.0 30 713 30 75.0 30 7S0 30 49.4 &'ad e r 36 75.0 36 75.0 36 6L2 36 75.0 36 65.5 36 42.4 d;YC---IllyNNNiii / 42 75.0 42 75.0 42 54.0 42 75.0 42 58.8 42 37.4 ANCHOR QUANTRTES IPER CLIP END) rS4 75.0 48 75.0 48 48.8 48 75.0 48 54.0 48 33.8SUBSTRATE ANCHOR MIN.QUANTITY 75.0_ 54 73.0 54 44.7 54 75.0 54 50.5 54 31.0 CONCRETE CONCRETE SCREW 4 75.0 60 69.3 60 4L6 60 75.0 60 48.0 60 2&8 Rolled J.Amoueo,P.E. FloritW PX No.49752 MASONRY(CMU BLACK) CONCRETE SCREW 4 75.0 66 66.7 66 39.1 66 75.0 65 46.2 66 27.1WOOD WOOD ORTAPPINGSCREW 6 76.0 72 65.0 72 37.1 72 75.0 7Z 45.0 72 25.7 d'p EsFF4i,,�� 1(8^rHlcK sa za 7io 2a lio_ sa za 7s.0 90 za 7io �a •( '�llp • TAPPING SCREW 6 30 no 30 75.0 30 75.0A-36 _ 30 69.1 �04.Q;•v GENSF•.;PG4�W I/81°THICiC 36 7S.0 36 75.0 36 75.0 36 60.0 0 . k: No 49782 >0 i TAPPING SCREW 6 42 75.0 42 75.0 42 75.0 42 53.7 .�• ,/�,/ .�,w 6063-15 48 75,0 48 70.9 48 75.0 48 49.1 0.0346"THICK ASTM A-653, 54 75.0 54 66.0 54 75.0 54 45.7 33 K51(STEELSTUOS) rAPPING SCREW 6 60 75,0 6D ISM 60 _75.0 so 43z yp S STATE OF ��g 1)SEE ANCHOR SCHEDULE FOR FASTENER REQUIREMENTS. 66 75A 66 59.7 66 75.0 66 413 ��/O'� �Q�.VR :0 2)ANCHOR QUANTITIES ARE FOR EACH CLI P END. 72 710 1 1 72 1 57.8 1 1 72 1 MO 1 1 72 40.0 T.4Fs+S,OQ,'A �OOe 1" HORIZONTAL HORIZONTAL REINFORCED MULLION BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION MULTI-HIGH CONFIGURATION MULLION TABLE&A•WOOD SCREWS&CONCRETE SCREWS/CONCRETE MULLION TABLE 88-CONCRETE SCREWS/MASONRY(CMU BLOCK) N (HORIZONTAL SPAN-I"Aluminum ReintminB Mull w/Relnforcerm4 (HOWWWALSPAN-1•Aluminum Reinforcing Mull w/Reirrimement) MULL LOADMULL LOAD MULL LOAD MULL LOAD MULL LOAD MULL LOAD SPAN WIDTH Up(PS SPAN MOTH UP(PSF) SPAN WIDTH OP(PSF) SPAN WIDTH �( ) SPAN WIDTH �( ) SPAN WIDTH DP(PSi) MULLIONPSN ML10N SPAN� F'- 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 U GLAZING30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 64.0 LLl PRODUCT 36 75.0 36 75.0 36 75.0 1 36 75.0 36 750 36 55.4 a 48 42 75.0 72 42 75.0 96 42 73.0 48 42 75.0 72 42 726 42 49.4 0. 48 7&0 48 75._0 48 66.5 48 75.0 48 67.5 48 45.0 GLAZING 54 75.0 54 75.0 54 617 54 75.0 54 64.0 54 41.7 a 3 PROD UCT 60 75.0 60 750 60 58.0 60 75.0 W 61.7 60 39.3 L 66 75.0 66 75.0 66 55.3 66 75.0 66 60 4 66 37.4 FF- 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 72.0 U 30 75.0 30 75.0 3D 75.0 30 75.0 30 75.0 30 59.6 a 36 75.0 36 75.0 36 75.0 36 75.0 36 72.0 36 51.4 LOAD WIDTH=W1+W2 S4 42 75.0 78 42 75.0 42 67.6 42 75.0 42 65.0 ID2 42 45.7 r/f IL m .•.. 2 48 75.0 48 75.0 48 61.4 48 75.0 48 6(.0102 54 78 - 48 41.5 a 0 . 54 7&0_ 54 75.0 54 56.7 54 75.0 54 S6.5 54 38.4 •••••• 000* • • 60 75.0 60 75.0 60 53.2 60 75.0 60 54.0 60 36.0 Z 66 7&0 66 75.0 66 50.5 66 75.0 66 S2.4 66 34.2 O Z) • • • • 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 67.5 Q P OIy Z •••••• •••• •••••• 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 55.7 9zz • • • • •••••• 36 75.0 36 75.0 36 70.9 36 75.0 36 65S 36 48.0 Z `� o •••••• 42 75.0 42 75.0 42 629 42 75.0 42 5&8 42 _ 426 • • •••••• •••••• w as 7s o S4 48 7s.o 908 4a s7.o 60 4e 7s o 8a 48 sa.o las - 48 e 5 ••••• 9000 •••• 54 75.0 54 74.7 54 52.5 54 75.0 54 50.5 54 35.6 LL • • 60 75,0 60 70.9 6D 49.1 60 75.0 60 4&0 60 33.2 CL y� ••••• • •• •••••• • • • • • 66 75.0 66 6&3 66 46.4 66 75.0 66 46.2 66 314 • 00 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 63.5 t R� • ••s••• 30 75.0 30 75.0 30 75.0 30 75.0 30 69.1 30 524 • • • • 36 75.0 36 75.0 35 66.5 36 75.0 _ 36 60.0 36 45.0 ��•V •••••• • • • • {110 66 •••••• 42 75.0 90 42 75.0 114 42 5&8 66 42 75.0 9D 42 53.7 114 42 39.8 • • • • • 48 75,0 48 725 48 512 48 75.0 48 _ 49.1 48 36.0 • • •••• • •• 54 75.0 54 67.6 54 4&9 54 73.8 54 45.7 54 33.1 • • • W 75.0 60 63.8 60 45.6 60 72.0_ 60 412 60 3Q9 • •• 66 75.0 66 61.1 66 43.0 66 71.41 66 29.1 24 75.0 24 60.D Appfoved IN pb'LR8 Lt1t6 wn."u ewft"" t°2QV- 30 73.0 30 49.4 Date 36 6L6 36 424 I°W 42 55.3 42 37.4 8I�r41 120 48 49.9 IH] 48 33.8 ANCHOR QUANTITIES(PER CLIP END) 54 45.8 54 310 ! �' SUBSTRATE ANCHOR MPI.QUANTITY 60 47-6 60 28W l� CONCRETE CONCRCLC SCREW 4 66 40.0 66 27.1 Robed J.A]wnwo,P.E. FbrWa P.E.No,48762 MASONRY(CMU BLOCK) CONCRETE SCREW 4 \,,oksissullso"��, WOOD WOOD OR TAPPING SCREW 6 ♦ MES 1/8'THICK TAPPING SCREW 6 ��CLQ: � • \GENE �9�I ASTM A-36 ,��19 1/8-THICK * N0 49752� � i 6063-T5TAPPING SCREW 6 f 0.0346']HICK ASTM A-653, _ 33 KSI(STEEL STUDS) TAPPING SCREW 6 jt�` STATE OF 11 SEE ANCHOR SCHEDULE FOR FASIENER REQUIREMENTS. �� I( '..•°t1;� 2)ANCHOR QUANTITIES ARE FOR EACH CUP END. - /�,�sslO . r , 1" VERTICAL REINFORCED MULLION IN A BLOCK FRAME(CLIP V982_05)AND FLANGE FRAME(CLIP V982510)INSTALLATION TRANSOM OVER A MULTI-WIDE CONFIGURATION N a MULLION TABLE 7.1A-WOOD SCREWS$CONCREIESCNEWS/CONCRETE MULLION TABLE 7.18•CONCRETE SCREWS/MASONRY(CMU BLOCK) P (VERTICAL 3-WAYSPAN-1'Aluminum Reinforcing Mull WRefafiamement) (VERHCAL 3-WAYSPAN-1'Aluminum Rdni"cing Mull ur/RdM'arcemmo a In MULL LOAD MULL LOAD MULL LOAD MULL LOAD MULL LOAD MILL LOAD SPAN WIDTH DIP(PSF) SPAN WIDTH DP LPSF) SPAN WIDTH OA(PSF) SPAN WIDTH DP(PSF) SPAN WIDTH OP(PSF) SPAN WIDTH DP(PSF) EK AFL GLAZING PRODUCT 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 Ul 30 _75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 O z� 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 d 24 42 75.0 48 42 75.0 72 42 75.0 24 42 75.0 48 42 75.0 72 42 72.6 Q GLAZING GI-AZM 48 75.0 48 75.0 48 75.0 48 15.0 48 75.0 48 67.5 PRODUCT PRODUCT N 54 73.0 54 75.0 54 75.0 54 75.0 54 75.0 54 64.0 �I 60 75.0 W 75.0 60 75.0 60 75.0 60 75.0 f� 61.7 L 66 75.0 66 75.0- 66 75.0 66 75.0 66 75.0 66 6Q4 ----Wl---i W2--j 24 75.0 24 75.0 24 75.0 24 75.0 24 no 24 75.0 �a 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 a a 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 36 72.0 •7 tt^ULI LOAD WIDTH W1+W2 sa 42 75.0 42 75.0 42 75.0 42 75.0 42 75.0 42 6.5.0 78 = I�1q 48 75.0 48 75.0 48 75.0 48 75.0 54 48 75.0 7s 48 60.0 `Q 2 54 75.0 54 75.0 54 75.0 54 75.0 54- 75.0- --54 56.5 O~ 60 -.75.0 60 75.0 60 75.0 60 75.0 60 75.0 60 54.0 =� 66 75.0 66 75.0 66 75.0 66 75.0 66 75.0 66 524 2 g • •••• 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 �j rn 3 LL V1 C • • 0000 • •• 30 75.0 30 75.0 30 75.0 30_ 75.0 30 75.0 30 75.0 N ? Z •••••• • • • 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 36 65.5 t+ s • • • • • 4Z 75.0 42 75.0 _ 42 75.0 - --42 75.0 42 75.0 42 58.8 5 8 •••••• 36 GO 84 - _ 36 60 84 z W •••••• • • • • _ 48 75.0 48 75.0 48 75.0 48 75.0 48 75.0 48 54.0 ¢ • • • • 54 75.0 54 75.0 54 73.0 54 75.0 54 75.0 54 50.5 i 3 • • •••••• GO 75.0 60 75.0 60 69.3 60 75.0 60 75.0 60 48.0 d• LL •••••• • •• •• •• 66 75.0 66 75.0 66 66.7 66 75.0 66 75.0 66 46.2 P 5� ( � • • 0 • • 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 •}' k' ••••• • •• •••••• 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 _ 30 69.1 9j •••••• •••• •••• 35 75.0 36 75.0 36 75.0 36 75.0 36 75.0 36 60.0 LtmA 0 0 42• • 42 75.0 66 42 - -75.0 42 75.0 42 42 75.0 66 42 75.090 42 53.7 ,W� $ • • •••• •••• 48 75.0 48 75.0 90 48 70.9 48 75.0 48 75.0 48 49.1 07 0000•• g • • • •••••• 54 75.0 54 75.0 54 66.0 54 75.0 54 73.8 54 45.7 • 60 75.0 60 75.0 Go 62.4 W 75.0 60 72.0 60 43.2 0000•• 0000 0000•• 66 75.0 66 75.0 E224 59.7 66 75.0 66 71.4 66 41.3 p • 0 • • $ g • •• • • •• 75.0 24 75.0 • 75,0 30 64.0 0000•• 000• 0 • 75.0• • 36 55.4 epprortd aT coNPly[9g HVQ iW•0 0• 96 713 % 42 49.4 FlrWa 1W6IMIA65.0 48 45.0 Date T 4- 60.3 54 41.7 N0AH 56.T 60 39.3 Bd Dade 54.0 ANCHOR QUANTITIES(PER QIP END) RohmtJ.An an m P.E. SUBSTRATE ANCHOR W.MQLANTRY Fbdda P.E.Nn 49762 CONCRETE CONCRETE SCREW 4 !!I/I0 t,N! Ih MMONRY(CMU BLOCK) CONCRETESCREW 4 a��,Q�, ES A7Ijlei WOOD WOOD OR TAPPING SCREW b ,��04',•yOGNSF••�lj� I 1/8M A-36 TAPPINGSCREW 6 ��.'• No 49752 :o•S ASTM A-36 +*o •#,_ 1/8-THICK TAPPING SCREW 6 - ': jvl1 ;� DA346-THICK asTNt a.653, �90 STA OF TAPPING SCREW 6 I.45••�• Pi•�� 33 KSI[SIEELSTUOS) �Q S)SEE ANCHOR SCHEDULE FOR FASTENER REQUIREMENTS. ,!ozi/4...... �N••�, 2)ANCHOR QUANOTIES ARE FOR EACH CUP END. 4!!!l0MA�lp��! V HORIZONTAL REINFORCED MULLION IN BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION A TRANSOM OVER A MULTI-WIDE 11OO a MULLION TABLE 72X1•WOOD SCREWS&CONCRETE SCREWS/CONCRETE MULIRNI TABLE 7.28-CONCRETE SCREWS/MASONRY(CMU BLOCK) CONFIGURATION (HORIZONTAL 3-WAYSPAN-I-ALUMINUM REINFORCING MULLION W/REINFORCEMENT) (HOSZONTAL 3 WAY SPAN--I-ALUMINUM REINFORCING MUWONW/REINFORCEM7FNT) MULL LOAD MULL LOAD MULL LOAD MULL LOAD MULL LOAD MULL LOAD c- DP(PST) DP(PSP) DP iPSFJ DP(PSFI DP(PSF) DP(PSP) q F-- MUI LION 9PAN SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH g yyy I I 24 75.0 24 75.0 24 552__ 24 75.0 24 67.2 24 382 PRODUCTGLAZING 30 75X1 30 75.0 30 52.1 30 75.0 30 63.1 30 361 36 75X1 36 754 36 495 36 75.0 36 598 36 343 a N 42 75.0 42 75.0 42 47.4 42 75.0 42 649 42 32A 4. 48 48 75X1 78 48 75X1 108 48 455 48 48 75.0 78 48 595 US 48 31.5 OLAZJNG OLAZINO 54 75X1 54 75.0 54 514 54 75.0 54 553 54 35.6 c?� PRODl1DT PRODUCT 60 75X1 60 75X1 60 479 60 75.0 EO 52.0 60 33.2 L 66 75X1 66 713 66 45.1 66 75X1 66 493 66 31.2 72 75X1 72 68.2 72 42.7 72 75X1 72 47.2 72 295 5j 24 75X1 24 75.0 24 $02 24 75X1 24 59.2 24 34$ m YT 30 75X1 30 75.0 30 475 30 75X1 30 55.6 30 32.9 36 75.0 36 75.0 36 45.1 36 7510 36 52.7 36 312 0. O LOAD WIDTH=W1+W2 42 75A 42 75.0 42 432 42 75X1 42 58A 42 29.9 d 041040 2 54 48 75X1 84 48 __7s.o _ 114 4a 41.5 54 4a 75X1 84 48 53X1 114 48 2a$ ~ 0 9 9 • • --•-- • 54 75X1 54 72.1 54 40.1 54 75X1 54 499 54 27A Z j • • • • 60 75X1 60 57.6 60 44.6 EO 75A E0 46A 60 308 A • •• • • •• 66 _ 75X1 66 64X1 66 41.9 66 75X1 66 443 EE 29X1 tD( N • • • • QQZ q 00090• 0000 0000•• 72 TSA 72 61X1 72 396 72 75X1 72 42.2 72 27.4 0.' Z • • 0 0 24 _75X1 24 75.0 24 459 24 75X1 24 525 __ 24 311 Paz •••••• 30 15X1 30 71.3 30 43.4 30 75X1 30 49.4 30 301 8 J • • •••• •••• 36 75X1 36 676 36 413 36 75X1 36 46X1 36 28.6 t1 s�t0 • • 0 • 42 75X1 42 64.7 42 396 42 75X1 42 442 42 27A S UA •009• 090• •09• • • 60 48 75X1 90 48 70.4 120 48 38X1 60 TSA 90 491 12(1 48 263 W y€f ••••• • •• •••••• 54 75X1 54 656 54 362 54 75X1 54 45.4 54 25.4 0. s}•C9 dA 0000•• •••00• 099.9• 60 75X1 _60 61.4 60 416 60 75X1 60 42S 60 28$ p 66 75X1 66 58X1 66 39.1 66 73$ 66 402__ 66 27X1 M • • ••000• O • 9 9 • 72 75.0 72 552 72 36S 72 71.7 72 382 72 25.6 •0900• • • m . 46:10941: 24 75.0 24 53A 24 _ 75X1 24 472 kill, • • • • • 30 75X1 30 63X1 30 75A 3D 44.2 •••••• • • • 36 75X1 36 606 36 15X1 35 _419 • • 09000 0 0 0 • ••040 42 75.0 42 $7.9 42 75X1 42 40.1 �+ • 04, • 66 48 75X1 96 48 65.0 66 48 75X1 96 48 45X1 54 75X1 54 60.1 54 70.2 54 416 60 75.0 _ 60 56.2 60 66A 60 389 l:....i.•;1. Ic 66 75.0 66 53X1 66 63.5 66 36.7 i3n1:•.lj� li_II 72 75X1 72 50.3 72 612 72 343 72 24 7S.0 102 24 61X1 72 24 75X1 102 24 422 M1lladl OPrtrdnH 30 75X1 30 57.5 30 723 3D 39A ANCHOR QUANTITIK(PER CLIP END) 36 75X1 36 S4.6 36 75X1 36 37.8 ;"} SUBSTRATE ANCHOR MIN.QUANTITY 42 75.0 42 52.2 42 723 42 362 CONCRETE CONCRETE SCREW 4 48 75'0 48 $0.2 48 665 48 342 �P 49 P.E. 54 75X1 54 55.4 54 619 54 38X1 MASONRY(CMV BLOCK) CONCRETE SCREW 4 60 75.0 60 51.8 60 58.4 60 35X1 •`88u f1� It fffN WOOD WOOD OR TAPPING SCREW 6 66 75X1 66 48.7 (� 556 33,7 ,��•�,��NMES q4�� 1/8°THICK 72 75.0 72 462 72 s33 72 32X1 ,�O 4V�•��G'EMS.%.O9 TAPPING SCREW 6 ��OQI. V F G it ASTM A-36 e^ No 40752 •�-0 ` r 16063HTSK TAPPING SCREW 0.0346'THICKASTM A-653, BYAYE ®F off OF j' 33 KSI(STEEL STUDS) TAPPING SCREW 6 0 (V e 1)SEE ANCHOR SCHEDULE FOR FASTENER REQUIREMENTS. r��I,��.... 2)ANCHOR QUANTITIES ARE FOR EACH CUP END. F / q 1"VERTICAL REINFORCED MULLION INA BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION & 4-WAY MULTI-WIDE, MULTI-HIGH MUlliONTA{L{B WO��RkWS&CONCRflE$RE1N3/CONCREIE MRRl10NTABlBBIB•CONCR6168CWWS/MASONRY(C[Y{IBtOCq CONFIGURATION (MMCX4-WAYWMI-I'ModamNiftminBMWIVVUr fc"wm crmtCAL4-WAYSPM-I•A%,t=tR c,asSMullwAddom•mwa mm LOAD {aRi tOaD MDIL LOA➢ MULL LOAD MULL QUID MULL LOAD v OpM SPAN WIVIN DP fPSFI SPAN WIDTH DP(PSF) SPAN WIDTH DP(PSFI SPAN WIDTH DP(PSF7 SPAN WIDTH DP}PSf) SPAN WIDTH F {�-W1 W2 24 75.0 24 75.0 1A 750 24 75Ago- 24 75.0 29 75.0 IL7 30 75A 30 75.0 36 75.0 30 75.0 30 75A 36 610 T 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 5A4 I} 42 75.0 42 75.0 42 71.3 42 75.0 42 75.0 42 49.4 mm 36 48 75.0 66 46 75.0 96 48 65.0 35 48 no 66 48 75.0 96 48 45.0 G 54 73.0 S4 75.0 S4 (0.3 54 740 54 718 S4 417 in 60 75.0 60 750 60 56.7 80 75.0 W 72.0 60 39.3 z 66 75.0 615 740 651 sa o ss 75.0 66 na 66 37.4 0 n MO n 75.0 n S2A n no n na n 340 i 75.0 24 Iso 24 MO 24 710 2a 740 xa no 30 75.0 30 TSA 30 75.0 30 750 30 75.0 30 59.6 R F l 36 754) 36 75A w 743 36 75A 36 I5A 36 5L4 42 75.0 42 75A 42 66A 42 7SA 42 72.6 42 45.7 42 48 740 n 48 75.0 102 48 60.0 42 48 75A 72 48 675 102 48 4LS *OA DWMDTH-W1+W2 54 740 S4 75.0 54 55.5 54 75.0 54 640 54 364 • • • 60 75A SQ 750 60 S.0 W 740 60 6L7 60 315.0 . **so Z • 156 7s.o 66 75.0 6s a93 615 xo 615 eo 4 66 30.2 ...•.. • t • • n 75.o n 751.0 n 471 n 74o n 6ao n 7 •••••• 24 740 24 740 24 75.0 24 740 24 740 24 67.S g • :0609 • • • • 30 751.0 30 n.0 30 75.0 30 7510 30 754) 30 S5.7 000000 36 75.0 36 75A 36 691 36 75.0 36 72.0 36 �o • • w • 42 75.0 42 75.0 a 615 42 75.0 42 640 42 42.6 o 900000 • •• •• •• • • • • • 48 48 75.0 78 48 75A 106 48 547 48 46 740 78 48 60.0 108 48 346 d ••••• • •• •••••• 54 75.0 5i 75.0 54 SM 54 no 54 543 S4 35.6 • • 6o 75.0 60 75.0 EO 48.0 60 15.0 W 54.0 60 312 9999• •0•• 9999 • • • • � 75A 66 74.0 142S7.5 66 75.0 66 52.4 66 3L4 • • •••• sees n 75A 72 74.3 72 75.0 n 514 72 30.0 •00.0• 9 • • • •••••• 24 75.0 24 75A 24 740 29 75.0 24 �.S gg • 30 740 30 75,0 30 75.0 30 740 30 52.4 84E� 0••••0 •••• ••••a• 36 75A 36 MO 36 740 36 6S.5 36 454 9494 • • • • • •• • • •• 42 740 42 75.0 42 740 42 58.8 42 39.8• • 0 • 54 48 75,0 84 48 7S.0 114 S4 48 75.0 84 48 54.0 114 48 340 •••••• •••• • • 54 75.0 54 73.0 54 47.8 54 740 54 505 54 33.1 sees 60 75.0 60 69.4 GO 446 60 710 60 48A 60 30.9 F��dS md:1L•C c 66 Iso 66 1547 66 42.0 66 75.0 66 -2 42 66 29.1 bit, ; t 2c r4 n 75A n 6514) n 40.0 n 75.0 n Oso n z7.7 IW n aPr-d CwRDnT 60r24 75.0 90r24 75.0 140 24 75.0 60 24 754) 90 24 740 120 24 MA 75.0 750 30 n3 30 75.0 30 69.1 30 49AANCHOR QUANMIPS(PER UIP ENO) 75.0 75.0 36 6L2 36 7" 36 60.0 36 42A SUBSTRATE ANCHOR MN.QUANTM 740 75.0 42 540 42 740 4x 53.7 42 37.4 CONCRETE CONCRETE SCREW 4 75.0 70.9 48 446 48 740 48 49.1 48 339 FbP.LftFWIUa P.E.N0.49784 MASONRY(CMU BIACL) CONCRETE SCREW 4 75.0 640 54 447 54 75A [72 4 4S.7 54 31.0 _ 75.0 82.4 60 4L6 W 75.0 43.29wool wood TAPPl NGSCREW 6 740 5197 37.1 66 754) 6 41.3 66 al ,,,,�� I/&'THICK n 75.o 72 5179 n 37.1 n 75.o 40.0 n 25.7 %&ASTM ��' No 49762 O 6063.75 TAPPING SCREW 6 00341 THICKASTMA(STEELSTt1o5)•653, TAPPING SCREW 6 �'0: Z��r�ll 33 K9 .p - STATE F V_ 1)SEE ANCHOR SCHWW FOR FASTENER REQUIREMENTS. 2)ANCHOR QUANTITIES ARE FOR EACH CLP M. 1" HORIZONTAL REINFORCED MULLION BLOCK FRAME(CLIP V982535)AND FLANGE FRAME(CLIP V982510)INSTALLATION INA 4-WAY MULTI-WIDE, MULTI-HIGH s CONFIGURATION MULLION TABLE 8.2A•WOODSCREWS&CONCRETESCREWS/CONCRETE MULLION TABLE 8.28-CONCRETE SCREWS/MAiONRY(CM MOMr- __ (HORIZONTAL4•WAYSPM-1°Aluminum ReIMordq Mull w/Relnforce l) (HORIZONTAL4-WAYSPAN-1-Aluminum ReinfOrUng Moll W/Rdnfmcement) MULL LOADMULL LOAD MULL LOAD MILL LOAD MILL LOAD MILL LOAD SPAN WIDTH OP(PSP) SPAN WIDTH DP IPSP) SPAN WIDTH UP IPSP) SPAN WIDTH �( ) SPAN WIDTH �( SPAN WIDTH DP(PSP) I- -MULLION SPAN - 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 UJ T 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 64.0 `Sd' I} 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 36_ 55.4 a Cl GLAZING Gu+zINO 36 42 75.0 66 42 75.0 96 42 71.3 36 42 75.0 66 42 75.0 96 42 49.4 PRODUCT PRDDUCT 48 75.0 48_ _75A 48 65.0 48 7S0 48 75.0 48 45.0 6 1 54 75.0 54 75.0 54 60.3 54 75.0 54 73.8 54 4L7 {I} 60 75.0 60 75.0 60 5V 60 75.0 60 72.0 60 393 GLAZING 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 72.0 m PRODUCT PRODUCT 30 75.0 30 75.9 30 75.0 30 75.0 30 75.0 30 59.6 O S 36 75.0 36 75.0 36 74.3 35 75.0 36 75.0 36 51.4 'co a a 92 42 JSO 72 42 75.0 102 42 66.0 42 42 75.0 72 42 72.6 102 42 45.7 o w 48 75.0 48 75.0 48 60.0 48 no 48 67.5 48 4Ls S • • 54 75.0 54 75.0 54 55.5 54 75.0 54 64.0 54 38.4 Z •••••• LOADtltl1D fH=W 1+Wi• • • --2 • • 60 75.0 60 75.0 60 52.0 60 75.0 60 617 60 360 p • •• • • • Frilmpg r F a • 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 67.5 a d 0000•0 0000 000.0• 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 55.7 allz�m z :0090: • • •••••• 36 75.0 36 75.0 36 69.3 36 75.0 36 770 36 4&0 Z< ua. 0 0.0: •••• •••• 48 42 75.0 78 42 no 108 42 6115 48 42 75.0 78 42 65.0_ 108 42 476 • • • • 48 75.0 48 75.0 48 55.7 48 75.0 48 60.0 48 3&6 •••.•• •••• •••• 54 75.0 54 75.0 54 514 54 75.0 54 565 54 35.6 a' ••••• • .. •••••• 60 75.0 60 75.0 60 4&0 60 75.0 60 54.0 60 33.2 6 w � • • • • •00 00 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 63.5 L]5? • 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 574 • 0 0••••• 36 75.0 36 75.0 35 65.0 36 75.0 36 65.5 36 45.0 • 4 •••••• • • • 0 • 54 42 75.0 84 42 75.0 114 42 573 54 42 75.0 84 42 5&8 114 42 -39.8 • • •0 0 0 0• 48 75.0 48 75.0 48 570 48 7S0 48 54o 48 36.0 y m 2 � •••••• • •0 0 s 54 75.0 54 73.0 54 47.8 S4 75.0 54 50.5 5T 33.1 • • pose • •• 60 75,0 60 69.3 60 44.6 60 75.0 60 4&0 60 30.9 • • • 0 •• 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 2A 60.0 30 75.0 30 75.0 30 7L3 30 75.0 30 69.1 30 49.4 LpWw. r Flo36 75.0 36 75.0 36 69.3 36 75.0 36 60.0 36 48. a Bold Dat60 42 75.0 90 42 75.0 120 42 54.0 60 42 75.0 90 42 53.7 1N1 42 37.4 I']O46 75.0 48 70.9 48 4&8 48 75.0 46 49.1 48 33.854 75.0 54 660 54 44.7 54 75.0 54 45.7 54 31.0E�ANCHOR QUANTITIES(PER CUP END) 60 75.0 60 62A 60 4L6 60 75.0 60 43.2 602&8 SUBSTRATE ANCHOR MIN.QUANTITY Robad J.Anwm�W P.E. CONCRETE CONCRETE SCREW 4 Flmide P.E.Na.49782 MASONRY(CMU BLOCK) CONCRETE SCREW 4 �stit"Is W000 WOOD OR TAPPING SCREW 6 ��AMES LBj�,I,' 1/8"THICK a� 04fr�av\G E�14 �,j; ASTM A36 TAPPING SCREW 6 No 4975 .i0 16063-TSK TAPPING SCREW 6 =*a t.l��/ ly E*T+► 0.0346"THICKASTMA-6S3,1 TAPPING SCREW 6 �9a Y4 STATQF �41I:Z 33 NSI(STEELSTUDS) I 1)SEE ANCHOR SCHEDULE FOR FASTENER REQUIREMENTS. p IOP \t'►,,! 2)ANCHORQUANRTIESARFFORTACHCUPEND. to��OSS}ONA't�NC M 1 i I"VERTICAL UNREINF. & REINF. MULLION FIN FRAME(CLIP V984356/V984357)INSTALLATION MULTI-WIDE CONFIGURATION -- MULLION TABLEM MMLMTABLE93 C3 DAFnc1LSPAN-I"/4amlaamileinla,cing Mull) (vaLnw 59IW-I-Aluadm,m RelMorcing Mull m78MMorcement) -W1 -I- -Ifs--' MULL LOAD MULL LOAD MULL LOAD MULL UMD MULL LOAD MULL U7AD DP(PSF) pP(PSfI DP IPSP) DP(PSH DP(PSF7 DP IMF) LOAD WIDTH=W1+W2 �^N WIDTH SPAN WIDTH SPAN WIDTH sPaN WIDTH SPAN PnDTx SPAN WIDTH a 2 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 F- 30 75D 3D 7Sp 30 750 30 75.0 30 750 30 75.0 ; GW` GLAZING 36 750 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 a, PRODUCT PRODUCT N n a, 42 7S.0 42 75.0 42 75.0 42 75-0 42 75.0 42 75.0 pC C 24 48 750 6U 48 75.0 96 4s 71.1 24 4s 750 6o 48 75.0 96 48 75.0 54 7540 54 75.0 51 65.0 54 15.0 54 75.0 54 75.0 60 750 fio_ 750 60 60.4 60 75.0 60 75o 60 15.0 a 66 750 66 75.0_ _ 66----_57.0 66 750 66 75.0 66 7500 n Iso n 75.0 72 54.3 n 750 72 75.0 n 75.0 P224 750 24 75.0 24 7Sp 24 no 24 75.0 24 750 75.0 30 75.0 30 75o 30 750 30 75.0 30 75.0 VV1rW2__, 75.0 36 75.0 36 75.0 36 75.0 36 7s.0 36 75.0 75,0 42 750 42 65.6 42 750 42 75.0 42 75.0 30 75.0 66 48 75.0 102 48 516 30 48 75.0 66 48 7S.0 102 48 750 75.D 54 75.0 54 S3.4 54 75-0 54 75A 54 75.0GLAZING OWING GLAZING 7540 60 75.0 60 49.4 60 750 60 75.0 60 75.0 IF S � Z PRODUCT PRODUCT PRODUCT j • •• 7540 66 75.0 66 46.4 66 75-0 66 75A 66 71.4 x 4 N • •• .90. ••• •• n 75o 72 n.0 12 44.0 72 Iso 72 75.0 72 67.8 O 3 v; 24 750 24 75.0 24 75.0 24 7540 24 75.0 24 75.0 Q r g LL F- a • • •• • • 30 7540 30 75.0 30 74A 30 75.0 30 75.0 30 75,0 Kpp 2�7i Z Z_ • • •••••• • 36 75,0 36 75.0 36 62.9 36 75.0 36 750 36 750 K Z g C W • • •• • • • 42 75.0 42 750 42 S4.8 42 7540 42 7540 42 75,0 ORZ 36 46 7540 n 48 7540 108 48 48.9 36 48 750 72 48 750 108 48 75.0 a •• • ••••• 54 75.0 54 75.0 54 44A 54 75D 54 75.0 54 614 g a a •••••• 60 75.0 6o 75.0 60 41.0 6D 750 60 750 60 63.1 TABLE 1A NTTDES( jENO) 'L Z lMS•MTC • •ANCHOR 009, •�U4.QUANTDY 66 7540 66 750 66 38.3 66 75.0 66 75.0 fib M. �,Z) n 75-0 72 no n 367 72 75-0 72 750 n 55-7 t� •� • rtMAPT&PPING SCFO •• 4 24 75.0 24 75A 24 75.0 24 7540 24 7SD 24 7540 30 75.0 30 75-0 30 63.1 30 750 30 750 30 75-0 36 75.0 36 75A 36 53.2 36 750 35 75.0 36 750 •ASTM A-39 DAPPING SCREW 000 •• 3 42 750 42 75.0 42 46.3 42 750 42 750 42 71.3 itN7 LL • ?J�AI�GscREw ••• •• 7 42 48 750 78 48 750 114 48 41.2__ 42 48 75.0 78 48 75.0 114 48 614 P /6063-TS • 54 7540 54 750 54 374 54___75D 54 7540 S4 57.5 60 75.0 6D 75-0 60 34.4 60 75.0 60 75.0 60 52.9 0.034W THICK ASTM A • • • 66 75.0 66 750 66 32.0 66 75.0 66 75.0 66 49.3 6S3!3�I�1�S41EEL ••1'A MW SCREW • • 9 n 750 72 750 n 30.2 72 750 72 75.0 72 46'54 4PPmvd n&r a,N)ie3 slRh low STUDS) •••• 24 750 E24 750 24 66.8 24 750 24 75.0 24 750 Florbl Hah9•P,C da 1)SEE ANCHOR SCHEDULE FOR FASTENER REQUIREMENTS. 30 75-0 75.0 30 _53.9 30 750 3D 7540 30 75.0 Date I 36 750 75.0 36 _4545 36 75.0 36 75.0 36 70.0 It I 2)ANCHOR QUANTITIESARE FOR EACH CLIP END. -- - . --- 81 1Dada Prodalt 42 7540 750 42 39.5 42 750 42 7540 42 60.848 48 75.0 84 75A 22D 48 35.1 48 48 75-0 84 48 75A 120 48 54.0TABLE 18 ANCHOR QUANTITIES(PER CLIP END) 54 75.0 75.0 54 317 54 75.0 S4 750 54 419 SUBSTRATE ANCHOR MIN.QUANTITY 60 750 75.0 60 29.1 W 75A 60 75.0 60 44.9 66 75.0 75.0 lib 27.1 66 7540 66 750 66 41.7 Rnbsal J.Nmnlso.PAL WOOD WOOD OR TAPPING SCREW 5 72 75.01 72 1 750 1 2545 n 75.0 72 75.0 1 1 72 1 39.2 HOMO P.E.Na 49762 24 75.0 V2247Sp 24 7540 24 75A1/8"THICK 3D _75.0 75.0 30 no 3D 75A ,,,%Ip111 E•141q/j, - ASTMA-36 TAPPINGSCREW 4 36 7540 75.0 36 75.0 36 75.0 �, �� 1/&,THICK TAPPINGSCREW 9 42 7SD 75.0 42 7S0 42 75A �6063-T5 54 48 7540 90 75.0 50 48 75A 90 48 75.049752 :P 0.0346"THICK ASTM A 54 75.0 75.0 54 750 54 750 `60 750 75.0 W 75.0 60 75.0653,33 KS1(STEEL TAPPINGSCREW NOTRECOMMENOED66 75,0 71,2 65 750 66 75.0STUDS) n 75o 613 n 7s.o n 75-00. STAT F •.�yi 1)SEE ANCHOR SCHEDULE FOR FASTENER REQUIREMENTS. 2)ANCHOR QUANII TIES ARE FOR EACH CUP END. ++ 964356N984357)INSTALLATION FIN FRAME V 1 HORIZONTAL UNREINF. & REINF. MULLION - MULTI-HIGH CONFIGURATION o a MULLION TABLE 10A MULLION TABLE 108 (HORIZONTAL SPAN-L"Alums num Reinforcing Mull) (HORIZONTALSPAN-1"Aluminum Reinforcing Mull W/RdRforcement) - T MULL LOAD MULL LOAD MILL LOAD MULLLOAD MULL LOAD MILL LOAD I- MULLION STAN---i OP(PSP) DP(PSF) DP(PSP) Dp(PSF� OP(PST) OP(PSF) SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WID7H SPAN WIDTH 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 U1 PRODUCT 30 15.0 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 PRODUCT 35 75.0 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0GLAZING a 48 a2 75.0 n 42 15.0 42 750 48 42 75.0 72 az 75.0 96 az 75.0 dl}-- 48 75.0 48 75.0 48 71.1 48 75.0 48 75.0 48 7&0 3 PRODUCT 54 75.0 54 75.0 54 65.0 54 75.0 S4 MO S4 75.0 a 60 75.0 60 75.0 60 60.4 60 75.0 60 75.0 L 66 75.0 66 75.0 66 56.9 66 75.0 66 75.0 65 75 0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 _ _75.0 30-- 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 a O 36 75.0 36 75.0 36 75.0 35 75.0 36 75.0 36 75.0 e LOAD WIDTH=W1 2 WZ 42 75.0 42 75.0 42 65.5 42 75.0 42 75.0 42 75.0 a 2 54 78 - 102 54 - 78 102 O m ♦••• 48 75.0 48 75.0 48 58.6 48 75.0 48 75.0 48 75.0 •♦•••• •••• • • 54 75.0 54 75.0 S4 53A 54 75.0 54 75.0 S4 75.0 • • • • 60 75.0 60 75.0 60 49.4 60 75.0 60 75.0 60 75.0 O • •• • • •• 66 75.0 66 75.0 66 46.4 66 75.0 66 75.0 66 71.4 • • • • a $uuu`S"y •••••• •••• ♦••••• 24 75.0 z4 75.0 24 75.0 24 75.0 24 75.0 24 75.0 • 30 75.0 30 75.0 30 74.4 30 75.0 30 75.0 30 75.0 Z -- 36 75.0 _ 36 75.0 36 62.9 36 75.0 36 75.0 36 75.0 atl • rAaE zA rwcxoR iLYN11�1(PER aw END)••• -- 42 75.0 42 75.0 42 54.8 42 75.0 42 75.0 42 75.0 LL •ANCHOR • SON.QUANTM 60 84 108 60 84 108 S Z 48 75.0 48 75.0 48 48.9 48 75.0 48 75.0 48 75.0 N � 'No ••• WOOD O N:SCREW a 54 75.0_ __S4 75.0 54 44.4 54 75.0 54 75.0 54 68.4 d k 7 • • • ♦ome• 60 75.0 ED 75.0 60 4LO 60 75.0 60 75.0 W 63.1 T)g•• TAPai{NG y1giW ••3•• w T " F-3b 66 75.0 66 75.0 66 38.3 66 75.0 66 75.0 66 59.0 1/8"THICK TAPPIN'S,I SCREW •••'•• 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 6013-75 • ` 0 • : 30 __-- 75.0 30 75.0 30 63.1 30 75.0 30 75.0 30 75.0 Z 0.0346°THIfKASTM •••••• 36 75.0 36 75.0 36 53.2 36 75.0 36 75.0 35 75.0 r e 653,03 KSI(STEEL• TAPPING sCRFly ♦ S • 42 75.0 42 75.0 42 46.3 42 75.0 42 75.0 42 7L3 45Tt01p•• • • • 65 90 114 66 90 114 48 75.0 48 75.0 48 41.2 48 75.0 48 75.0 48 63.4 1)AN HNaRIANT DSAREUUsf TENFjIREQUI. 54 75.0 54 75.0 54 37.4 S4 75.0 54 75.0 54 57.5 2)ANCHOR QUANRTIES ARE FOR•i•I CUP END. 60 75.0 60 75.0 60 34.4 60 7S.0 60 75.0 60 52.9 TABLE 2B ANCHOR QUANTITIES(PER CLIP END) 66 75.0 66 7L1 66 320 66 75.0 66 7S.0 66 493 App-d al 1I IoITI111LIS w"W SUOSMYE ANCHOR MIN.QUANM 24 66.8 24 75.0 NOAq +� d. WOOD WOOD OR TAPPING SCREW 5 30 53.9 30 75,0 DR&P 36 45.4 36 70.0 I/r THICK TAPPING STREW 4 120 42 39.5 IZO 42 6D.8 ASTM A36 48 35.1 48 54.0 ;� 1/W63-�K TAPPING SCREW 9 54 3L7 56 489 Robed l AmonAM P.E. 60 29.1 60 1 44.9 1 Florlde P.E N.48762 0.0346°THICK ASTM 66 27.1 66 4L7 �Atl14Jfff 653,33 K51(STEEL TAPPI HG SCREW NOT RECOMMENDED ,,�! IMAE$4 ' sTLms) �� ETV :bU% 1)SEE ANCHOR SCHFOUIF FOR FASTENER REQUIREMENTS. ,,� , 0y,C S�°1''re 2)ANCHOR QUANTITIES ARE FOR EACH CUP ENO. &QO: NO 49752 °•Di ° V VERTICAL UNREINF. & REINF. FIN FRAME(CLIP V964356/V984357)INSTALLATION MULLION IN A TRANSOM OVER A N a MULTI-WIDE CONFIGURATIO MULLION TABLE 11.1A MULLION TABLE 11.18 (VERTICALSPAN-1"Aluminum Matorcing MNII) WRTICALSPAN-1°AluminwnRtlnfordnB MBnw/Reinfofcemenry MULL LOAD DP(PSF) MULL LOAD MULL LOAD MULL LOAD MULL LOAD MULL LOAD V GLAZING DP(PSF) DP(PSF) MULL (PSF) OP(PSF) DP(PSf) PRODUCT SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH lU 24 75.0 24 __75.0_ 24 75.0 24 75.0 24 75.0 24 75.0 co 30 75.0 30 75.0 30 75.0 1 30 75.0 30 75.0 30_ 75.0_ a GLAZING GLAZING 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 --36 75.0 3'da PRODUCT PRODUCT 42 7S.0_ 42 75.0 42 7S.0 42 75.0 42 75.0 42 75.0 Q m ur 24 - 48 72 24 F48 72 48 75.0 48 75.0 48 75.0 48 75.0 48 75.0 48 75.0 54 75.0 54 75.0 54 75.0 54 75.0 54 75.0 54 75.0 �-Wl,r _W2_ 60 75.0 60 75.0 60 75.0 60 75.0 60 75.0 60 75.0 '� r1 66 75.0 65 75.0 66 75.0 66 75.0 66 75.0 66 75.0 •. o r42 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 v,J W ' W .� LOAD WIDTH=W1+W2 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 z m a 2 75.0 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 o fII 75.0 42 75.0 78 42 75.0 42 75.0 42 75.0 42 7530 54 78 _.0 ZI 30 54 75.0 48 75.0 48 75.0 48 75.0 48 75.0 48 75.0p 75.0 54 75.0 54 75.0 54 75.0 54 75.0 54 75.0 75.0 60 75.0 60 75.0 60 75.0 60 75.0 60 75.0 K Z Z • • • • • u� •••••• 66 75.0 66 75.0 66 75.0 66 75.0 66 75.0 66 75.0 d • •••• ' • • ; 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0z a S •TABLE 9.IA ANCHORO (PERCEIP ENO) 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 lU w s ANWOR. MR7.4DF•riny 36 75.0 36 75.0 36 7S.0 36 75.0 36 75.0 36 75.0 A a O Lvo w0000�r PT s • • 42 75.0 42 75.0 42 75.0 42 75.0 42 75.0 42 75.0 IL �g ea.•• 4F %A •i••• 3660 84 36 60 84 S 48 _75.0-_ 4a 7s.o 49 7s.o 4s 7s.o 4a 7s.a 4& 7s.o o 1�nn 54 75.0 54 75.0 54 _75.0_ 54 75.0 54 75.0 54 75.0 E-1 3 � •• TAPPIN•51riB6• 01000 h 1/�THICK TAPPINSslOeR4• logo 60 75.0 60 75.0 6o 75.0 60 75.0 60 75.0 60 75.0 66 75.0 66 75.0 66 75.0 66 75.0 66 75.0 66 75.0 0.0346-%ICK ASTMA • LL B 653,33 J�r�EL TAPPINGs�v •i •• 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 RB' STU�sr • • • 30 75.0 30 _75.0 30 75.0 30 75.0 30 75.0 30 75.0 1)6E•ANCHORSCHEDULtfOR ER REMEMS.• • 36 75.0 36 _7S.0 36 75.0 36 75.0 36 75.0 36 75.0 H R untsMEFO PEND. • 42 42 75.0 42 75.0 90 42 75.0 42 42 75.0 42 75.0 42 75.0 • • 48 75.0 66 48 75.0 48 75.0 48 75.0 66 48 75.0 90 _48_ 75.0 ;PPIvaeURvcompW, LLb�, TABLE 3.IBANCHORQ PER WP END) S4 75.0 54 75,0 54 75,0 54 75,0 54 75,0 S4 75.0 FlDrtd�1.d.,I,.s rBsrRATE aN/0 oR MBJ.DUAN11fY 60 75.0 60 75.0 60 75.0 60 75.0 60 75.0 60 75.0WOOD WOOD OR TAPPING SCREW 5 66 75.0 66 75.0 66 71.2 66 75.0 66 75.0 75.0 A 1 i/rTHICKTAPPING SCREW a _ 24 75.0 24 75.0 ASTM A-3630 75.0 30 75.0 f & /' 1/8"IMCK TAPPING SCREW 9 36 75.0 36 75.0 6063.75 42 75.0 42 75.0 RabartlAmmus%P.E ODM".-THICK ASTM 96 96 Pte$ �E,L1,4BT6Y 653,33 KSI(STEEL TAPPINGSCREW HOT RECOMM[NDTO 48 71.1 48 7S.0 \\sef„r/+j��II STUDS) 54 65.0 54 75.0 ��.�SA S �•i� 1)SECANCHOR SCHEDIRE FOR FASTENER RECANRI WNR- 60 60.4 60 7&0 2)ANCHOROUANYMESAREFDREACHCUPEND. 66 57.0 66 75.0 t NO 48782••L�SOL IR; V�.1 1a1* 10 oft%9 94 S`^^TA E7VOJP '4�iy: NWAIL ��,,�� 1" HORIZONTAL UNREINF. & REINF. FIN FRAME(CLIP V984356N984357)INSTALLATION MULLION IN A TRANSOM OVER A N MULTI-WIDE CONFIGURATION MULLION TABLE 11.2A MULLION TABLE 1120 f--- MULLION SPAN -1 (HORIZONTAL 3-WAY SPAN-1"ALUMINUM REINFORCING MULLION) (HORIZONTAL3-WAYSPAN-1"Alurtdnum HefnforolnB Mu111on W/Relnforcmla") r MULL LOAD MULLLOAD MULL LOAD MULL LOAD MULL LOAD MULL LOAD GLAZING DP(PSF) DP(PSF) DP(PSF) DP(PSF) DP(PSF) OP(PSF) W qty PRODUCT �� b01DTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH O p 24 75.0 1 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 30 75A 30 7" 30 75.0 30 75.0 30 75A 30 75.0 d GI Uo 36 75A 36 75.0 36 65.6 36 7SA 36 75A 36 15.0 ffYY GLAZING GLAZING 42 75.0 42 75.0 42 57.6 42 75.0 42 75A 42 75.0 Q 3 PHODUCT PRODUCT 75 48 48 75.0 78 48 7510 10848 51.7 48 48 7510 78 48 75.0 108 48 .0 54 75A 54 75.0 54 47.2 54 - 75.0 fln 75A 54 72.6 11_ 60 75A 60 75A 60 43.5 50 75A 75.0 6U 67A66 75.0 66 75A 66 40.6 66 75.0 75.0 66 62A 72 75A 72 75A 72 38.1 72 75.0 75.0 72 58.6 e$ LL 24 75.0 24k 24 75.0 24 75A 24 7SA 24 75.0 LOAD WIDTH=W1+W2 30 75A 30 30 64.9 30 75.0 30 75A 30 7SA•••• 2 36 75A 36 36 55.4 36 75.0 36 75A 36 75A42 752 42 42 488 42 75.0 42 75A 42 74.7 a� � 75A 84 48 114 48 43S 54 48 75A 84 48 7SA 114 48 67A• •♦ 54 75A 54 5439.6 54 75A 54 75A 54 6110 F UWP••••• •••••• 6D 75.0 fi0 36.5 60 75A 60 75.0 60 562 e�OCZ?£� Z TABL 32AANCHOR QUANTTI3E5(PEAR CLO>END) • 66 75D 66 66 3410 65 75A 66 75A 66 523 g fFq g 'dW $ } ANCHOR 72 7510 72 75A 72 319 72 75A 72 754 72 49.1 DQZ 88 E! • •• •• 24 75A 24 75A 24 678 24 7510 I4 75.0 24 75A �+ U. @g WOOD WOOD O 1pmarc •S••• Z C • • 30 152 3o 7510 30 5SA 30 7510 30 7510 30 7510 5 ly TAPPING SCREW 36 75.0 36 754 36 47.1 36 75.0 36 75.036 72.6 r' N z 6 42 7510 42 75A 42 413 42 75A 42 75.0 42 63.6 fL u�81.,i•• TAIL It� GtV•• ••9 • • 60 48 75A 90 - 48 75A 120 48 36.9 60 48 75A go 48 75A 120 48 56.9 54 75.0 54 75.0 S4 33.6 54 75A 1 54 75.0 54 51.7 OA34,3311C6A5TM • • 6D 75.0 60 7510 60 30_.9 60 752 60 7510 60 47.6 IU U. 8 653,33 F(STEEL TAPPINGSCREW NOT A�1 *TV*•• • • • • 66 7SA 66 73-9 66 28.8 66 75A 66 7510_ 66 443 LL •1)SEE ANCH%R SCHEDULE - gUREMENTS. 72 7SA 72 69.6 72 2710 72 7SA 72 75A_ 72 41.S g • • 24 75A 24 75A 24 75A 24 75A •2 �lANTIDCSAR[FOR EACH CU END. 30 7510 30 75A • • •••• • t• 30 75A 30 75A TABLE 3.28ANCH0 CLIP END) 36 7$.0 36 75.0 36 75A 36 75A SUBSTRATE ANCHOR MXQUANTOY 42 75.0 42 75A 42 75.0 42 7SA ro�'E6 eE cowPITIRg Bim lLr 66 48 75A 96 48 75.0 66 48 75.0 96 48 7SA WOOD WOOD OR TAPPING SCREW 6 rm Ruh a0 C 54 75.0 54 69.1 54 75A S4 75A Rats E Ilr THICK TAPPING SCREW 5 60 75.0 60 63.9 60 75.0 60 75.0 KO!N AAM 1036 S1�emI Da�D fib 75.0_ 66_ 59.7 66 75.0 66 752 11rTHICKTAPPING SCREW 10 72 75A 72 56.1 72 75.0 72 75A ®l 6063.75 OA346•TIOCKASTMA 24 7S.0 7.4 _7510 24 7510 24 75.0 653,33 KSI ISTEEL TAPPING SCREW N(YTRECUMMENDED 30 75.0 30 7" 30 7510 30 7510 STUDS) 35 7510 36 7510 35 7S.0 36 7510 Plkbad 1.Amoroso,P.E. _ 42 7510 42 69.1 42 7510 42 7510 Flodda P.F.NO.48762 1)SEE ANCHOR SCHEDULE FOR FASTENER NEQUREMENTS. -- 2)ANOIOR QUANTITIES ARE FOR EACH CUP END. 72 48 75.0 102 48 621 72 48 75.0 102 48 7510 •\1u100044Ut, 54 75.0 54 568 S4 7510 54 7510 ��`�Sp�AM��a 60 7510 60 52A 60 75.0 60 27.0.07] �� a480 66 7510 66 QiNO 48752 POAr 72 46A 72 75.0 72 •• STATE OF :10 ti rr 1"VERTICAL UNREINF. & REINF. MULLION IN A 4-WAY MULTI-WIDE, FIN FRAME(CLIP VGIU356NEIM357)INSTALLATION MULTI-HIGH CONFIGURATION MULLION TABLE 12.1A RtUtUDN TABLE 32.16 (YERTICAL4-WAYSPAN-1"A1wNn=RenWdaH Mail) CMTIUR4-WAYSPAN-1°Alwnhwm Relnf acing hM WIRdnfmceren0 W1 W2 SMULLPAN LOAD SMULLPAN LOAD MULL tIMD MULL LOAD MULL IRDS MALL LOAD OR IPSF) top(PSF) DP(PSF) DP(PSF) DP(PSF) DP(PSE) SPAN Y.NDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH W T 24 75.0 24 75.0 2a 750 24 75.0 24 75.0 24 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 no 30 no GLAZING GLAZING 36 750 36 75.0 36 no 36 75.0 36 75.0 36 7S0 p PRODUCT PRODUCT 42 75.0 42 75.0 42 7S.0 42 75.0 42 7S.0 42 75.0 a fry 36 48 75.0 66 48 75.0 96 48 71.3 36 48 75.0 66 48 75.0 96 48 75.0 S4 75.0 54 75.0 S4 60.2 54 75.0 54 75.0 54 75.0 60 75.0 60 75.0 60 584 60 75.0 60 75.0 60 75.0 GLAZING GLAZING 66 75.0 66 75.0 66 535 66 75.0 66 75.0 66 75.0 PRODUCT PRODUCT 72 75,0 72 75.0 72 49.4 n 75.0 n 75.0 n 75.0 l24 7S.0 24 75.0 24 750 24 75.0 24 75.0 24 75.0 d 13 30 75.0 30 780 30 75.0 30 75.0 30 75.0 3D 75.0 36 75.0 36 7S.0 36 75.0 36 75.0 36 75.0 36 7S.0 LTWKH=W1+W2 42 7s.0 42 75 0 42 66.7 a2 7A0 42 75.0 42 no �~ • • • 2 42 48 7S.0 n 48 75.0 102 48 591 42 48 75.0 72 48 75.0 102 48 7S.0 '�F • • •••• • 0 54 7S.0 54 75.0 S4 53.2 54 75.0 S4 75.0 54 75.0 F ty a ••e•e• • • • 60 75.0 60 75.0 60 48.4 60 75.0 60 7S.0 60 70.5 • • • • • •••••• 66 75.0 66 75.0 66 44.4 65 75.0 66 75.0 66 68.3 Z� •••••• • • • • n 75.0 72 7S.0 n 41.0 72 75.0 n 75.0 n 63.1 • TABL[41AMCHOR UANMLB(Pmaro ) 24 75.0 24 75.0 24 7&0 24 75.0 24 7S0 24 75.0 QQ I re cxoR .QDANTm 30 75.0 30 75.0 30 no 30 75.0 30 no 30 7S.0 •ldbdb•• " � '�i°�'N ••• •• 36 75.0 96 7So 36 60.4 36 75.0 36 750 36 75.0 g 8ah�(gl• • 42 75.0 42 7S.0 42 559 42 75.0 42 750 42 75 0 9 •ASRA�9 TAPPING scntw 3 48 48 75.0 78 48 75.0 208 48 495 48 48 75.0 78 48 75.0 108 48 75.0 ggg� Ilwpute6cnEA • 1 • 54 7S.0 S4 75.0 S4 445 54 7S.0 S4 75.0 54 68.6 0*00 60 75.0 6o 75.0 60 40.5 60 75.0 60 75.0 6D 62.4 oolt�AGAt1RAdA •e•••• 66 75.0 66 75.0 66 37.2 66 750 66 75.0 66 57.3 p 6%,33�(sTdk TAPPIA KRLW 9 Z 2 • • ••• n 75.0 n 75.0 n 34.4 n 750 n 75.0 n 52.9 & •1)SEEANRYWflSLTIEDnt wfl fArfENl.l¢pNRElAFN15. 24 75.0 24 7S.0 24 75.0 24 750 24 74.0 24 74.0 *ANOIDR4UANNIRESAi�fQ11EACHIPkIPENo. • •• 30 75.0 30 75.0 30 64.8 30 75.0 30 75.0 30 710 . . 36 75.0 36 75.0 36 54.6 36 7S.0 35 75.0 36 no TAHLt4.16AN1•DR4DANTRI!(P38NpEND) 42 75.0 42 7S.0 42 47.3 42 75.0 42 75.0 42 72.8 gppf4�nl;ra co,Rpt)1uga1t61Rr fllasrRAre�6+33.«uANmY 54 48 75.0 84 48 75.0 114 48 43.9 54 48 75.0 84 48 75.0 114 48 645 Flask NaLOigCoU7,?�f4 D:ae r 54 75.0 50 75.0 54 37.7 54 75.0 54 75.0 58.0 �tOAIS WOOD WOOD ORTAPPtfRi SCHRY s 60 75.0 60 7S.0 60 34.3 60 75.0 60 7S.0 60 52.8 A914ini Mic Prod Got u3�TRK1 TAPPING SCREW 4 66 7S.0 66 74.2 66 3LS 66 75.0 66 7S.0 66 48.4 1 Txlac n 75.0 72 68.0 n 29.1 n 74.0 n 75.0 6063-16 TAPPING SCREW 9 24 75.0 24 75.0 24 68,5 24 75.0 24 75.0 24 75.0 0A346•TIRQCASTM 30 75.0 30 75.0 30 55.4 30 75.0 30 78,0 30 75.0 FbEe4l Anpnpo,P.E 60,331stOTSEL TAPPING SCREW NDTRECOMMENOw 36 75.0 36 75.0 36 46.6 36 75.0 36 75.0 36 718 FAWa P.E tta 49762 STUDS) 42 75.0 42 75.0 42 40.4 42 75.0 42 7S.0 42 IM2 3)sEEAttClwRsclNDUIEwRFASED�ERRcgwREMcgrs. \\Ni612tltpi 2)A1111oR4uANI1DFSAREtOR EACH CIIPEND. 60 48 75.0 90 48 75.0 120 35.7 60 48 75.0 90 46 75.0 120 48 55.0 `,,O��JaMf$gO��,, 54 750 54 75.0 54 3L3 54 75.0 54 750 54 49.4 �0�6••�\CENB,.b;4 60 75.0 60 71.1 60 29.2 60 75.0 60 75.0 60 45.0 ��•° No 4878Y 'O;, 66 75.0 66 60.6 66 26.8 66 75.0 66 75.0 66 41.3 =*r• �jqlj n 75.0 r7.2 59.2 n 24.8 n 75.0 72 75.0 n 38,2 %I-)*. STATE OF :..Uj . O R.Q''0�?�,� 1" HORIZONTAL UNREINF. & REINF. MULLION IN A 4-WAY MULTI-WIDE, Q a MULTI-HIGH CONFIGURATION FIN FRAME(CLIP V984356/V984357)INSTALLATION P T" MULLION TABLE 12.2A MULLION TABLE 12.2E gp (HORIZONTAL 4-WAYSPAN-1°Aluminum Reinforcing Mull) (HORIZONTAL 4-WAYSPAN-1"Aluminum Reinforcing Mull W/Reintorcemant) Imo -MULLION SPAN- MULL LOAD MULL LOAD MULL LOM MULL LOAD MILL LOAD MULL LOAD DP(PSF) OP tpsq OP(PSP) DP IPSP) CM(PSP) DP tPSF) SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH SPAN WIDTH 24 75.0 _24 _ 75.0 24 75.0 24 75.0 24 75.0 24 75.0 0. N GLAZING GLAZING 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 r? PRODUCT PRODUCT 36 _75.0 36 75.0 36 75.0 36 75.0 36 75.0 36 75.0 Q 36 42 75.0 66 42 75.0 96 42 75.0 36 42 75.0 66 _42 75.0 96 42 75.0 . ..._ _. .._.._- _ 48 75.0 48 75.0 48 71.3 48 75.0 �48 75.0 48 75.0 OLAZINO OuzwO 54 75.0 54 75.0 54 625 S4 75.0 54 75.0 54 75.0 m PTtOOLtCT PRODUCT 60 75.0 60 75.0 55.1 60 75.0 60 75.0 60 75.0 �y $ 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 LE�d a 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 30 75.0 36 75.0 36 75.0 36 75.0 _36 75.0 36 75.0 36 75.0 +0 •••• 42 42 75.0 72 42 75.0 102 42 69.2 42 42 75.0 72 42 75.0 102 42 75.0 7' •:••.. LOAe wlp F:"w1 2 w.• 48 - 75.0 48 75.0 48 59.9 48 75.0 48 75.0 48 7s.0 E • •• • • •• 54 75.0 54 75.0 54 52.5 54 75.0 54 75.0 54 7S.0 WHE ' of • -- • 60 75.0 6D 75.0 60 46.5 60 75.0 60 75.0 60 71.6 z •••••• •••• 000000 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 24 75.0 Z ~ a • • • •• •• 30 75.0 30 75.0 30 75.0 30 m750 30 75.0 30 75.0 •••••• • pp TABLE 4.3AANCHOR VAN S P CLIP END} 36 75.0 36 75.0 36 67.1 36 36 7$.0 36 75,0 48 42 75.0 78 42 75.0 108 42 58.3 48 42 78 42 75.0 108 42 75.0 � SU957.1�•• ANC"•• MIN.QyypOr 48 75.0 48 75.0 48 50.7 48 45 75.0 48 75.0 y,San LLy1� �gg5 WO"•• WOOD OR TAWINCJfJEW •4E••• S4 75.0 54 75.0 54 44.5 54 54 75.0 54 65.6 a' �,Z pr� I/v1vFF•• TAOPINECRM• •• • 60 75.0 60 75.0 60 39.6 60 60 750 60 60.9 afi 24 75.0 24 75.0 24 70.4 24 75.0 24 75.0 24 75,0 W 1!9'TH14K TAPPINGSY •• 30 75.0 30 75.0 30 63.6 30 75.0 30 75.0 30 75.0 606.15 DA346- CKASTMA • • • 36 75.0 36 75.0 36 56.4 36 75.0 36 _ 75.0 36 75.0 653.?4)M ISTEEL T.,PPI•NG'sc�REW 0 54 42 75.0 84 42 75.0 114 42 49.5 54 42 75.0 84 42 75.0 114 42 75.0 tnLL g � moi,•• • • 48 75.0 48 75.0 48 43.3 48 75.0_ 48 75.0 48 66.7 )SEE AMCN XEOULE WR IRAXEQUIREMENIS.• •! $4 75,0 54 75,0 54 Al 54 75.0 54 75.0 54 58.6 2)ANGwaquANU RLS ARE OR c PTLD. 60 75.0 60 75.0 60 33.9 60 7S.0 60 75.0 Go 512 24 75.0 24 75.0 24 58.3 24 75.0 24 75.0 24 7S.0 TABLE OSBAN[HORQLIANTDDS(PER UIP END) gPprov3T1 DE eaLu(II1�IQg Rtt6ICr 30 75.0 30 75.0 30 53.3 30 75.0 30 75.0 30 _75 _ Mal c SUBSTRATE ANCHOR .0 FInr 36 75.0 36 75.0 36 67.1 36 75.0 36 75.0 36 75.0 ODtc j _ WOOD WOOD ORTAPPING SCREW 560 42 75,0 90 42 75.0 120 42 42.2 60 42 75.0 90 42 75.0 120 42 6S.0 M al 1jr[HICK TAPPINGS REW 4 48 75.0 48 75.0 48 37.2 48 75.0 48 75A 48 57.2 ASTM A-36 54 75.0 54 75.0 54 32.8 54 75.0 54 75.0 5450.5 Its-THICK TAPPINGSCREW 9 - 6063-TS 60 75.0 60 65.8 60 29.2 60 75.0 60 75.0 60 45.0 0.0346-IHICKASTMA RebertJ.Anxmrm P.E 653,33 KSI(STEEL TAPPINGSCREW NOTRECOMMENDED Florida P.E.N.49752 STUDS) II L)SEE ANCHOR SCHEDULE FOR EASTENTR REQUIREMENTS. 3 ANCHOR 4UANNTIES ARE FOR EACH CUP END. ,,4�00�•��GENB�••9GI�I �> No 40762 NO V984359 STRAP,350 SERIES IMPACT MULLION N � c - 21.904t.08 o -10.500 - --6.702 n �2 135.00° R.250 A a .425 Ir - 820 a m W • •• 2.375 • • • q • • 0000 • •• 000 — 2.790 E� . 0 • •• i 1.82 ..... Soa •.:•.• 474 z • s • �'3N� E� •00.00 • •• •• •• .37 dN0. 000000 • • • • 12X +�.]+16 0000• • •• 0000•• 0.318L-2. SIZED FOR • • #10 X 3/8°FLAT HEAD 0000• 0000 0000 o • • • • • 0000 0000 � •0000• • • • 0000•• 8. 8.95 • 0000•• 0000 0000•• g • •000000 ::.00• • • • • • 00000• age 1aA co�-ck t*xil0w fla w 11V Dale mcm fit Sol Dad 135.00 gl / r —T 1I MATERIAL/FINISH Re"�"P39 � Florida P.E.Na 48762 R.082 16 GA ,�,•• ��MEs"4,,1'x'•,4 300 SERIES oO�Q:•�,cnisF�9Gsr4� DETAIL STAINLESS STEEL =�� "i 487 ANNEALED 'sTA oFl�o'u�i �•��tCS .......... CROSS-HATCHED AREA REMOVED V984357 LH END ANCHOR(SHOWN-SEE NOTES m m 25 i`o.ow BELOW FOR V984358 RH END ANCHOR) m m m $ NAIL FIN, STRUCTURAL MULLION 350 SERIES m m a O+ p O+ WINDOW ® ® g m a � O O � � w o r+o ,�e 8 (1'Ci00'� V984357 LH END o (3)0.2251.010 � a s 0.325±.005.82 ANCHOR(SHOWN) O O m $U ® 3.600±.020 O Z a &122±.050 MATERIAL/FINISH (4.87 ...... ....• .'. : + + (4.259) 14 GA pru01g� � a STAINLESS STEEL H ggo a Z • •• •• 300 SERIESa . . . (3.760) • (1.759, I + 1.760±.020 3 z5q 114 HARD g11 2 —+— taoo±.o20 (2. 0 W •.•• 0 Lu •=/9843568 END 0.00•• i (Z000i asapp • WHOR(SEE NOTES) (1.7601 00000 . . .••.. m� • • A28 A (1.5091 �� • O F.04i • • •••••• 2.758+030 (.� N � a •••••• • • • • 178 1.6731.030 & • O 0000• . . • •40 000 0 ° O 1. 17 (.480)(-57MTYFl 4pprozc4 sscomply7ug wiW Bpr U O (1.22) r•+, w H I H c 2.161 t8�(.8�(1.48) 11.1"eS_'i�r 4, Miami IJadz 522c 'f 91I34 R.2 R.087- 8 .200 C �,S y, NOTES: L 1. V984356 RH END ANCHOR IS (•816) �7i R'wlJ. a—S.'PZ SAME AS V984357 LH END Oq 2.4 ±.030 Flmda RE ft 49M �puu�nay� ANCHOR EXCEPT FABRICATED + Qk eee IN REVERSE. (•7L5� ��•��q;,•v�CEks�.,QG�eer r 4r•� 2. V984356 RH END ANCHOR HAS No 40782 •O(�_* CROSS-HATCHED AREA SHOWN ot.600) (2.000) oT/{jlI as ABOVE REMOVED. .544 •p' STATE OF SLI- 0 ' !l�% 4.000t.01 d � V982510 END ANCHOR,5/8 FLANGE 350 SERIES WINDOW C-i ? a 13.82 U 8.37 O 7.000-- 5.625- 3.875- 2.875-- 1.875— . 5.82 3.875 2.875—1.87 ® a � .200 _ O 375 •• a �Oa • • • e cr :)w • • •••• • •• ®@ �R N Q •••••• •.•••• •• • I I 3.500 020 O q, 9� z • • I 1.970±.020 &tuZA1 A • ••••••• •• T18Yp 200 THR ox • • ••••• R.125 � Jill ••••• •••• 225 THRU �W • .325X82.00° •••••• •••• to 14. �1 • g •:•••• •••: sp • tn • •• ELD(5)PLCS • •• • • • O JOINT R,082 • MWITHSTAND (TyP•) •••••• •••• • I 3000LB , • SHEARLOAD 132 f p .08 .070 1.582±.040 FIo�ldfgtiitJAity_l 4 .m- 1 nA .444---i F-- ��/ 'J LL(2.801)— MATERIAL/FINISH 4.000±.015 16 GA P.WmnJ.Amonmo.P.E. FWW P.E Na 49162 300 SERIES ••`'"�H�t""''• STAINLESS STEEL ,Fob: L�c�a9F••9•,�, 1/4 HARD :Q • N• 49752 0 v*• ST��" A OF tt4i�s N&0 R..Q1: V982535 END ANCHOR,4.5"BLOCK FRAME 350 SERIES WINDOW MATERIAL/FINISH R a 14 GA STAINLESS STEEL 15,00%. 50 300 SERIES W 1/4 HARD w a o 7. o 6.254- 5.2 .2 5.2 8 1 Goo e e 4.99 4.2 e 0 0 0 �e ¢ " iR 3.9 3.2 a w F2.9 .37 a aaa Fd .� o37 TYP. 90 1.68 . F-- .375 a e O w a • a c f • 8241.0 • •••••• •••• • • o AiY gg pj • • a o a��g0 Via' r a • (.59P ! 73.160 Z • wz599u) •••••• •• •• •• (1. 1 (2. 79 2' IL • • • •' - .�p •5105 -- �_ •••••• �br"aQ • • •••• ••• R.37 • • • • NpY ) .160(TYP. ••••• •••• • •• (4.72 (4.48Q B • • LnZ ••••• •••of :•• •• (8)0.225THRU Ln 6 .200 TFiRU s ).325 X 82.00° •• . •••••• ps • • • • A •••••• • • • • 0794 ••r••• --I I--(.14-4 • • • (' S9 1.495 y.) • • .220t.OZ••••• • • 1.50 I ( ) &larW•liid6f C. e 1.816-+2.64 920 - ' (TYP.) 811eial pa s wi 9 L4.00a.015--d RaW J.A mn m P.E RwWa P.E.Ra 49762 '0 E01112111181" a�0,��GE�b RMp,�Oi N/o/J4�9762 4 STATE OF 1 �� •SiS�ONA„��,� e a V982357 1"STRUCTURAL MULLION 350 SERIES WINDOW MATERIAL/FINISH ALUMINUM (1,379 6063-T6 °N MILL FINISH W ' 1.030 aL"i 300 a � y J a� - I° o moT. Owl • • • • • 1.4101.030 F I-ii AK III,<•••••• � — 1.012.040 ��a§.12 • • i • i (TYP.) (TYPJ O y g 9 z O z o •• •+•i • •• •• •• Am Jill .. ••♦ .... ... .. D gE • . . •P&OO . 0009 A 4PP�tivat al tompltiug atl6 ltte (3-92!Q PIarW flahllgg C e HOAa Silsatt Dae 4.087 �p�Sq'y mP-) 8J J - 4.30 Rahea 1 Anmrtgo,P.E Flatly P.E No.411762 MATERIAL l FINISH �� jpMEB V982357 1"STRUCTURAL MULLION STEEL REINFORCEMENT STAINLESS STEEL �.•00��.�� 304 SS .�Rt NO 407620 MILL FINISH 3.969 - 1 .yrSTATE Of 1.p� 0.077 .41a FIN FRAME END SPLICE COMPONENT 350 SERIES WINDOW MULLION SYSTEM "60 PART NO.V982365 MArL: EXTERIOR GRADE ACRYLONITRILE STYtj = I RENE ' •840 780 •840 1'130 ACRYLATE(ASA)PLASTIC a ,.187 .311 1 .193ILI 378 ••• • F Z a • • R.396 ,402 A •• • •• .840 R. .,32 2 .020•� • • e•••r 7 i — t • .368 •f••f .619 ••••• •f•• e••• .•.. 288— o. �• �!� • • f•f•• • •• •••••• •016 R.09 �'� 1.748 -lb, • I Y e • • �•a•••• A04 • .632 .304 ' I • • .070 � • • 111"•• 204 Approral x�avmpll,ug n,W 1Ar Flurhl Uukllnq Cede }� �� • 11 0.180 Dm�c 1 r— .010M I ALE] m,0ade rudu .230 C DETAIL B 1330 t.on 1.0161A Rig edl Aroowo.P.E. R —{ 9 adde P.E No.497St .140 I-- F0.188 T m ,�IIIIIIbI 2X 0.390 x.316 .Q9 ,,��•JAMES A4j��e4 n / •�!� No 497 O`% A70 J�In SECTION A ' '� t.070 ��"�"'�'�'`�� 5/8"FLANGE FRAME END SPLICE COMPONENT 350 SERIES WINDOW MULLION SYSTEM PART NO.V982518 MAT'L:EXTERIOR GRADE ACRYLONITRILE STYRENE o .300 THRU ACRYLATE(ASA)PLASTIC A 4X 0 .125 THRU '300 .120 B .270 a + + .100 .317 795 .718 a nC � + + 187 ' n � �p o • • • R.115 •••••• • • • ••• A Fv, LS a •e•••e •0•••• 540 • •• • • •••• 1260 1.020 zg 4 oil •..: •• ••• �T ilk • Leo •• � n •••• .352 � � ,� • c • �j .140 1.042 3.015 $ o•• •• • 11 • i • •• .248 z •i•gi .070• 00 • ••• i q 500 248 Opp=ae complOng with Ito 184 Fiaclda Dntdt Cale Date_ 4 5 b1jml Dade . ael Irdl Z1 J�°Z .485 Rabat A Nnmuao,P.E. Flmtla P.E.W 4767 O O ,,s'"""A' �AMES� t��i 's --.070 i90'. ABTA E SECTION A-A ,��Q'-4 NA4ti--�j, �4.a Its FLUSH FLANGE FRAME END SPLICE COMPONENT 350 SERIES WINDOW MULLION SYSTEM A 4X.031 d PART NO.V984416 MAT'L: EXTERIOR GRADE ACRYLONITRILE STYRENE ACRYLATE(ASA)PLASTIC 795(PI) 715 F w a � A- 970:020 870:020 0 0.260 �{ .341 I 4X.060- 2X.046 R .259 L016 �U) r 3 4X 0 .062 z E a ••• •• ••�• • • .755 k.016 •• .983 t.0P00 • • • 0[ • • • 1.266 t.016 qo e0• V03t.020 0000 0000•• B B ¢z • f e 0000•• 7.809t.018 �z ••• •• 2.038t.018 � •2.170t.010 000.0 •0•• • • • �1 C 0 2.800 1.018 � •80• fD • Vpa1 •• 0000 � �g�� 0000 • • .140 K � Jill 0060 • • •A� • •• 249 A30 .5w Ouk11a�C l�B Willilbr • •• a 1246T .184 1 hums!Om hw.,Kc",m .485-+ �'•i�� usss�'.�'t4i, 3X.268 14020 .382 1.020 R.050(TYP.) 1•bmW.Amonm%PZ Fbft M No,49M SECTION A A , No 4e752 •�o. STATE OF Bum SECTION B-B '•,FS.<,oR�o"6��'0•