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WS-19-2036Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: i-08-19-2036 Permit Type: Winclow5/Shutters tw!L?lassfficatfan, Window/Door Replacement Permit status. Approved Issue Date: 0911:9 0019 1 Expiration: 03/17/2020 Location Address Parcel Number I 1090 NE 92ND ST, Miami Shores, FL 33138 1132050270410 Contacts DARRYL PROCTOR Owner RELIABLE WINDOWS DOORS &Contractor 8301 NW 197 ST, MIAMI, FL 33015 SHUTTERS LLC Business: 7866597121 RICHARD MORRIS 959 SE 2 AVE, DEERFIELD BEACL33441 Business: 9548188308 Inspection Requests: Description: RETRO FIT 2 DOORS WITH NEW IMPACT DOORS Valuation: $ 15,700.00 1�- 05-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $9.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $3.20 Scanning Fee $12.00 Technology Fee $3.00 Windows/Shutters Fee $70.00 Total: $151.80 Payments Date Paid Amt Paid Total Fees $151.80 Credit Card 08/30/2019 $50.00 Check # 4527 09/19/2019 $101.80 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermora lfiKthorize the above named contractor to do the work stated. og//9/2!a Authorized Signature: Owner / Applicant—/ Contractor / Agent Date September 19, 2019 Page 2 of 2 RECEIVED Miami Shores Village UG 30 2019 Building �Department � B ' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 C9` BUILDING Master Permit No. W5= 06 203% PERMIT APPLICATION Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS [—]CHANGE OF [:]CANCELLATION ❑SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1090 NE 92 Street City: Miami Shores County: Miami Dade Zip: ��JI ;31 p Folio/Parcel#:11-3205-027-0410 Is the Building Historically Designated: Yes NO N Occupancy Type: SF Load: Construction Type: Flood Zone: BFE: FFE: 1-0 it OWNER: Name (Fee Simple Titleholder): l lel'/ Rw`one#: n' Address:8301 NW 197 St City: Miami State: FL Zip: 33015 Tenant/Lessee Name: r11DP, - Phone#: Email: CONTRACTOR: Company Name: Reliable Windows Doors & Shutters LLC Address: 1091 SW 1st Way hone#: 954-818-8308 City: Deerfield Beach State: FL Zip: 33441 Qualifier Name: Richard P Morris Phone#: 954-818-8308 State Certification or Registration #: CBC1257492 Certificate of Competency #: N/A DESIGNER: Architect/Engineer: N/A Phone#: Address: � City: State: Zip: Value of Work for this Permit: $ 15i�fQ0 1C� Square/Linear Footage of Work: .,go - Type of Work: ❑ Addition M Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Retro Fit 2 Doors with new Impact Doors Specify color of color thru tile: h j o`. Submittal Fee $ 1�0 ' C�-) Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $, Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ GG71 TOTAL FEE NOW DUE $ I M. V 0 Bonding Company's Name (if applicable) N/A Bonding Company's Address City State N/A Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ,Signature /�Z W ,16&g 1-'P Signature , OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this T oregoing instVument was acknowledged before me this O day of -.20 –1 by day of 20 I 1 by elf who is personally known to tCNAfcp P fy&44y S who is personally known to me or who has RE21uuA LI CX/lc-_ 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: Sign: Sign: 644, do-"*uL Print: Print: M&A4LA d h a � civ rna�+a+ne+ 6i iVWitr SPRY P(k . ppAY PU6 Seal: _° q� MARCIA CARACCIOLO Seal: `, MARCIA CARACCIOLO " rvR' co".MII., ION # FF962248 MY COMMISSION #FF962248 �+Otl EXPIRES: F ruary 23, 3020 °O EXPIRES: February 23, 3020 r APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk Summary Report Property Information Folio: 11-3205-027-0410 Property Address: 1090 NE 92 ST Miami Shores, FL 33138-2933 Owner DARRYL PROCTOR JOHN ROURKE Mailing Address 1090 NE 92 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/1 Floors 1 Living Units 1 Actual Area Sq. Ft Living Area Sq. Ft Adjusted Area 3,227 Sq. Ft Lot Size 9,375 Sq. Ft Year Built 1979 Assessment Information Year 2019 2018 2017 Land Value $354,750 $337,500 $337,500 Building Value $278,329 $280,346 $350,130 XF Value $38,573 $39,015 $32,552 Market Value $671,652 $656,861 $720,182 Assessed Value $671,652 $656,861 $720,182 Benefits Information Benefit Type 1 2019 2018 2017 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). IShort Legal Description BAY LURE PB 44-63 LOT 2 BLK 3 LOT SIZE 75.000 X 125 OR 21350-0679 0503 1 COC 23209-3850 02 2005 1 Generated On : 8/28/2019 Taxable Value Information Previous 2019 2018 2017 County Exemption Value $0 $0 $0 Taxable Value 1 $671,652 $656,861 $720,182 School Board Exemption Value $0 $0 $0 Taxable Value 1 $671,652 $656,861 $720,182 City Exemption Value $0 $0 $0 Taxable Value $671,652 $656,861 $720,182 Regional Exemption Value $0 $0 $0 Taxable Value 1 $671,652 $656,861 $720,182 Sales Information Previous OR Book - Price Description Sale PageQualification 06/11/2019 $1,200,000 31528-0275 Qual by exam of deed 09/24/2015 $1,050,000 29794-2264 Qual by exam of deed Financial inst or "In Lieu of 04/29/2014 $603,750 29143-3150 Forclosure" stated Financial inst or "In Lieu of 11/04/2013 $660,200 28922-2791 Forclosure" stated The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.m!amidade.gov/info/disclaimer.asp Version Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical 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). Acknow Signature Date Print Name R@Ilabie Impad Windows & Doors 1091 S.W. 1 st Way Deerfield Beach, FL 33441 (954) 818-8308 - impactglass@gmail.com www.onlyrellable.com ADDRESS. John Rourke 1090 NE 92nd Street Miami Shores, FL 33138 Furnish & Install two (2) new SIW Impact Resistant Doors Job Address: 1090 NE 92nd. Street Miami Shores FL -7:4t, R E L I A B L E 1MRAhT wlaocws a 000as 15,000.00. 1) One 61 "x 81" SIW Pivot Door Hinge Right Outswing with 27"x 81 "Side Lite Walnut Wood Grain and 7/16" Glass C hq Custom Design applied Mun ins 4' o o ' nd.Brushed Stainless Steel 6" off set Ladder Pulls.: 2) One 27 x 81" SIW Single French Door RH Outswing, Lo rise sill White Frame and -Clear 7/16" Glass Double Bored. L-b$�j■Ij■E Hardware not included All doors meet or exceed Miami/ Dade and local code. Install all windows in accordance with manufacturer's approvals. Provide required fasteners and set doors plumb square and level. Caulk and seal all perimeters with manufacturer's suggested sealant. Clean up all work related areas. Remove all trash and debris from property. Finish work included - Interior drywall/ exterior stucco where related to install. Not responsible for painting exterior or interior. Not responsible for any restoration work due to rotted wopd or concrete. Any unforeseen building anomalies will be billed as time and material. Permit 700.00 Standard payment terms are as follows: DEPOSrr PAYMENT: 50% of total price to be paid at the time of ordering.$7,850.00 SECOND PAYMENT: 45% of total price to be paid at start of installation of Windows and/or Doors.$7,065.00 FINAL PAYMENT: 5% of total price to be paid after inspection.$785.00 Accepted By r 1 it ke Accepted Date 71 l �I i9 YOUR SIMA UTURE CONF{RMS THAT YOI,QHAVE READ AND AGREE TO THE TERMS AND CONDITIONS INCLUDING THE WHAT TO EXPECT DOCUMENT WHICH ARE INCORPORATED HEREIN AS PART OF THIS AGREEMENT. C-�G�V'""" � John Rourke 1090 NE 92nd St Miami Shores, FL 33138 786-659-7121 w�- v S1,ores W,139e -� BYDATE *� ID _pT IANCE WITH AL FE PIAL 7 ( A ; rY Ili U FS AND REGULATIONS b vertical mull c Storefront Fixed 27"x81" 0000 D C ^ \M1 N O CD M Pool 0000.. 0000.. 0000.. 0000 .. 0000. 0000 ... .. 0000. 0000.. 0000.. . 00 ... 0 0 0 0 0 0 0 000000 0000 00000 w�- v S1,ores W,139e -� BYDATE *� ID _pT IANCE WITH AL FE PIAL 7 ( A ; rY Ili U FS AND REGULATIONS b vertical mull c Storefront Fixed 27"x81" D C ^ \M1 N O CD M Pool w�- v S1,ores W,139e -� BYDATE *� ID _pT IANCE WITH AL FE PIAL 7 ( A ; rY Ili U FS AND REGULATIONS b vertical mull c Storefront Fixed 27"x81" John Rourke 1090 NE 92nd St Miami Shores, FL 33015 Opening Mark Location NOA # QTY Window Schedule Mean Roof Height 15' R i E L 1 A B L E 1 WINDOWS • DOORS • SHUTTERS Area Design Pressures Design Pressures Type Sizes SCI ft NOA's Building Zone 1 a Front Entry 19-0131.18 1 SIW Pivot Door hr/os 62"x80" 34 +50/-50 +42.6 / -46.5 4 1 b Front Entry 19-0131.11 1 SIW vert Mull 1 1/4 x 4 1/2 x 81" 49 +81.4 / -81.4 +41.7 / -45.6 4 1 c Front Entry 19-0131.01 1 SIW Storefront Fixed window 27"x80" 15 +70/-70 +45.9 / -49.8 4 2 Cabana Bath FL18320.4 1 SIW French Door X rh/os 27"x81" 15 +70/-70 +45.9 / -49.8 4 ... .... .. .. ... . .. .... /C`i 0 Arg 99"-d 01/09/2018 - 12:22pm inteml V:\Projects\_Master Plan Shee Store\Windows-Doors-Shutters\400 Wind Charts\_Reference\2017 Windload Charts References\2017 b FBC WIND CHART 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY = 170 MPH MRH <_ 60' ASD DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE'D' BASED ONKd=0.85 1 1 ENCLOSED STRUCTURE, FLAT TERRAIN MRH = MEAN ROOF HEIGHT INTERIO ZONE* RESSURES EXTERIOR ZONES PRESSURES (SEE BELOW) - - � INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES (PSF) - Z _ - E 4 � Roof Area of Op ing (S Height 10 20 30 401 r5~ 0 -10 ft 46.4 -44.4 -43.3 -42. ` I3 -51.1 +42.7 +40.8 +39.7 +38.� m X T ft 49.8 -47.7 -46.5 -45.6 -45:0, GD15 +45.9 +43.8 +42.6 +41.7 +41.1 -54.9 -52.3 -50.1 -48.9 -48.0 -47.3 20 ft m +45.9 +43.8 +42.6 +48.2 +46.1 +44.8 +43.9 +43.2 -57.7 -54.8 -52.5 -51.1 -50.2 -49.5 26 ft +48.2 +46.1 +44.8 +50.5 +48.2 +46.9 +45.9 +45.2 -60.4 -56.1 -53.8 -52.4 -51.5 -50.7 30 ft +50.5 +48.2 +46.9 +51.7 +49.4 +48.1 +47.1 +46.3 -61.9 -57.9 -55.5 -54.1 -53.1 -52.4 36 ft m �0 0 D +51.7 +49.4 +48.1 +53.4 +51.0 +49.6 +48.6 +47.8 -63.9 59.0 "6.6 -55.1 -54.1 -53.3 • 40 ft • +54.4 *41.9 +50.5 +43.fi +48.7 • *. • • -60.2 57.7 • -56.3 0 5.2 54.4 • 0 0 0 • • +55.5•:H%lt: 40 ft +51.6 +50.5 +49.7 5t ft -61.3 -b8.8 -57.3 6.3 -55.4 • • • • • • +56.6 •+540 +52.5 x+51.5 +50.6 •tty0 -62.4'.598• 45 ft -58.31 i5i4 -56.4 ..... +57.5•.+5j,9 +53.4 +5J.j +51.5 -63.3: -tO.J -59.2 =57.2, +58.4 +,55.7 . . INTERbOR ZONJE(4�-EXTERIOR ZONA, FM a= 10% OF LEAST HORfWWAL DIMENSION OR 40% OF M N ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN K-,-,, a ROOF f� HEIGHT 5 ®1 1 5 F ELEVATION a�rY rn O o REMARKS DRWN CHKD DATE D O `n INIT ISSUE GSS TSB 03/05/12 r m 3 � REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 REV 2014 FBC DGM TSB 06/10/15 z �Ql UPDATES, 2017 FBC FLB FLB 12/17 z z 1 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, K AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT p N 'z WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS. Ij N ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ` O PERMITTED AND INVALIDATE OUR CERTIFICATION. 4 1)IDENTIFY THE ZONE OF THE OPENING IOR-(ZONE 4) OR EXTERIOR (ZONE 5) PER THE URE BELOW LEFT OR INFOR ION- PROVIDEDTU6H.QY- THERS. 1.1. ANY QUESTIONABLE FIE - TO-_BE•CONSD THE MORE CRITICAL (EXTERIOR) ZONE 2. IDENTIFY THE BUILDING M ( VERA T FROM THE LOWEST GROUND ELEVATION. IF THE MEAN ROOF HEIGHT CANN TBE -I, F D, ' PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP 0 F T NIE, LE VALUE. 2. VALID FOR ALL ROOP�S E SLO. ° EE AN ENGINEER FOR REDUCTIONS. 36 CALCULATE THE TRIBUTARY AREA_ -OPE `IIN�lt1 STION AS THE GREATER OF (HEIGHT WIDTH) OR THE SPAN LENGTH (HEIGHT' -*-A„ EGTIVE WIDTH OF 1/3 THE HEIGHT (HEIGHT z / 3). 3.1. USE THE AREA BETWEEN STRUCTUIf!A`—OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER 4FTRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. . READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF -`� 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. ERAL NOTES: TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 StCTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. / 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. 'WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. X2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS ' �THAN THE RATED LIMITING WIND VELOCITY ABOVE. _TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. 4. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE-SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS ef4Z ED -HEREIN. 10. THIS SPECIFICATION DOES NO FEER'ANNVV SRO V D CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER LS SH STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T O tI�"iY'67 ER kCORDANCE WITH GOVERNING CODES. 11. ADHERE EXPRESSLY PROVIDE ALL LOCAL IMPACT E CERTIFICATION -0 61VANCES. 12. NO O EiIV�I�ADDIT HE HOST 13. EXCEPT ART FICA IONS OR AFFIRMATIONS ARE INTENDED. FGHT EXPLAINED DESIGN PRESSURES (PSF) - ZO E 5 f Area of Opening (Sq FtLsj tM�en ht 10 20 30 40 50 57.2 -53.4 -51.1 -49.5 -48.3 ft !!m m X T +42.7 +40.8 +39.7 +38.9 +38.3 -61.4 -57.3 -54.9 -53.2 -51.8 15 ft 5 ® a- =OZ�ODZmuI�rt'Zi m +45.9 +43.8 +42.6 +41.7 +41.1 -64.6 -60.2 -57.7 -55.9 -54.5 20 ft HEIGHT +48.2 +46.1 +44.8 +43.9 +43.2 -67.6 -63.0 -60.4 -58.5 -57.0 26 ft m QO p C z +50.5 +48.2 +46.9 +45.9 +45.2 p -69.3 -64.6 -61.9 -60A5- 30 ft PLAN VIEW\ lz-Izmx_0y cm m �0 0 D +51.7 +49.4 +48.1 _ T_ _ 46.3 COMPLEX -71.5 -66.7 -63.9 -n r 36 ft a ISOMETRIC CORNERS 5 5 +53.4 +51.0 +49.6 + 47. -72.8 -67.9 -65.1 1 - 3. .5 40 ft o "i; 2017 +54.4 +51.9 +50.5 ' 49 4 -7 -74'3 -69.3 -66.4 -64.3 45 ft rn. ASCE 7-10, CHAPTER 30=oaooan.eo.v=E +55.5 +53.0 +51.6 +50.5 +49.7 CLADDING -75.7 -70.6 -67.6 -65.5 -63.9 50 ft P: (954) 354-0660 F: (954) 354-0443 CERT OF AUTH #9885 E: HELLO@ENGINEERINGEXPRESS.COM z m o r m m o m o N p O +56.6 +54.0 +52.5 +51.5 +50.6 ENGINEERINGEXPRESS.COM -77'0 -71.8 -68.8 -66.6 -65.0 55 ft +57.5 +54.9 +53.4 +52.3 1 +51.5 -78.2 -72.9 1 -69.8 -67.6 -66.0 ft +58.4 +55.7 1 +54.2 +53.1 +52.3 INTERbOR ZONJE(4�-EXTERIOR ZONA, FM a= 10% OF LEAST HORfWWAL DIMENSION OR 40% OF M N ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN K-,-,, a ROOF f� HEIGHT 5 ®1 1 5 F ELEVATION a�rY rn O o REMARKS DRWN CHKD DATE D O `n INIT ISSUE GSS TSB 03/05/12 r m 3 � REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 REV 2014 FBC DGM TSB 06/10/15 z �Ql UPDATES, 2017 FBC FLB FLB 12/17 z z 1 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, K AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT p N 'z WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS. Ij N ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ` O PERMITTED AND INVALIDATE OUR CERTIFICATION. 4 1)IDENTIFY THE ZONE OF THE OPENING IOR-(ZONE 4) OR EXTERIOR (ZONE 5) PER THE URE BELOW LEFT OR INFOR ION- PROVIDEDTU6H.QY- THERS. 1.1. ANY QUESTIONABLE FIE - TO-_BE•CONSD THE MORE CRITICAL (EXTERIOR) ZONE 2. IDENTIFY THE BUILDING M ( VERA T FROM THE LOWEST GROUND ELEVATION. IF THE MEAN ROOF HEIGHT CANN TBE -I, F D, ' PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP 0 F T NIE, LE VALUE. 2. VALID FOR ALL ROOP�S E SLO. ° EE AN ENGINEER FOR REDUCTIONS. 36 CALCULATE THE TRIBUTARY AREA_ -OPE `IIN�lt1 STION AS THE GREATER OF (HEIGHT WIDTH) OR THE SPAN LENGTH (HEIGHT' -*-A„ EGTIVE WIDTH OF 1/3 THE HEIGHT (HEIGHT z / 3). 3.1. USE THE AREA BETWEEN STRUCTUIf!A`—OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER 4FTRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. . READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF -`� 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. ERAL NOTES: TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 StCTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. / 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. 'WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. X2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS ' �THAN THE RATED LIMITING WIND VELOCITY ABOVE. _TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. 4. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE-SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS ef4Z ED -HEREIN. 10. THIS SPECIFICATION DOES NO FEER'ANNVV SRO V D CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER LS SH STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T O tI�"iY'67 ER kCORDANCE WITH GOVERNING CODES. 11. ADHERE EXPRESSLY PROVIDE ALL LOCAL IMPACT E CERTIFICATION -0 61VANCES. 12. NO O EiIV�I�ADDIT HE HOST 13. EXCEPT ART FICA IONS OR AFFIRMATIONS ARE INTENDED. FGHT EXPLAINED LEAST HORIZONTAL c m m w z w O �+ � -A- tomz=O�+OOc==.00,.a my6_)m Off wm-m G)Z -r2mozcx- '- -i DIMENSION PEAK ROOF HEIGHT 5 5 AZ_slm = m 0 0;_= m i F. !!m m X T \ to m O c Z -1 �'i y A -v Ln C1 MEAN ROOF 5 ® a- =OZ�ODZmuI�rt'Zi m EAVE HEIGHT ROOF rnpOG�41Ai3y�rnON �zmm '�-n> -_ D D T_ O HEIGHT zo-v>zG9.y �DOCm0M GlcwwS r n W 1-•i O� 5 :z r- Zzm -4F)ZOimOrn,r-zmr.i m QO p C z ® ® Dyy-12V1y��V1 p u) 0m M �'a PLAN VIEW\ lz-Izmx_0y cm m �0 0 D COMPLEX om �rn�=crnmr z -n r a ISOMETRIC CORNERS 5 5 p �° En o vl " 0 6TH EDITION FLORIDA BUILDING CODE ENGINEERING :H,, o "i; 2017 EXPRESS ° °° o z z -_ % o CY_ rn. ASCE 7-10, CHAPTER 30=oaooan.eo.v=E ��z� w �m �Z DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, SUITE 100 DEERFIELD BEACH, FL 33442 y1 a m MASTER PLAN SHEET P: (954) 354-0660 F: (954) 354-0443 CERT OF AUTH #9885 E: HELLO@ENGINEERINGEXPRESS.COM z m o r m m o m o N p O ASCE7 0 11 ENGINEERINGEXPRESS.COM _< I MIAMI•DIADE MIAMI -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 TANCE (NOA) www.miamidade.gov/economy SIW Solution, LLC 975 S. Congress Ave. # 102 Delray Beach, Florida 33445 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 Hurri ane. 7.nne. : Series "S-900 " Single Aluminum Outswing Pivot Doors AP utswing Pivot Door (L.M.I.)", sheets 1 through 6 of 6, dated 08-29-14 and last revised on Jan 08, 2019, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and e.miratinn data hX the Miami -Dade County Product Control Section. IMPACT RATING: Large and Small Missile Impact 1. Door is not rated for water infiltration, unless overhang complying per FBC is provided jr used where water infiltration is not required. 2. Glass lites wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and sha n at the job site at:he regtrst pf tte l3tolcbng Oficial. is NOA revises # 17-1115.02 an nsists of th1s paAl l;a4d DvW*tt pdgp E-1, E-2 & E-3, as well as approval documen .. ... .. . . . .. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. . . .... r*Expiration NOA No. 19-0131.18 MIAMMADECOUNTY '' :' '' ;'' Date: February 19, 2020 proval Date: February 28, 2019 Page 1 . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . SIW Solution, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W14-30 Rev B, titled "Series 900 Alum Outswing Pivot Door (L.M.I.)", sheets 1 through 6 of 6, dated 08-29-14 and last revised on FEB 11h, 2015, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 (0.25 cfm/sq@1.57 PSF) 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 (Not conducted) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with installation diagram of Single Aluminum Outswing Pivot doors, prepared by Black Water Testing Inc., Test reports # BT-SIW-14-015 A, B, C, D & E, dated July 25, 2014, all signed and sealed by Yamil Kuri, P.E. Note: The test reports #BT-SIW-14-015 has been revised by an addendum letter dated 01/09/15, issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. C. CALCULATIONS 1. Anchor verification calculations complying with FBC 2014, prepared by Al-Farooq Corporation, dated SEP 04, 2014 and last revised on JAN 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTMS -1300-04 & -09 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 Sentry Glass ® interlayer", expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/27/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test reports. 3. Addendum letter dated 01/09/15, along technical cut sheets of hardware and extrusion Die drawings for test report # BT-SIW-14-015, issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. • • • • •; • • • • • • G. OTHER • • • • • • .. ... .. . .... 1. None. • • • • • shaq I. Chanda, P.E. • Product Control Unit Supervisor .. . . . . . . . . • NOA No. 19-0131.18 .. .. ... .... • • • • Expiration Date: February 19, 2020 Approval Date: February28, 2019 ••• •E-� . . ... . . . . . . . . . . . .. .. . . . .. .. SIW Solution, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous files. A. DRAWINGS 1. Drawing No. W14-30 Rev C, titled "Series 900 Alum Outswing Pivot Door (L.M.I.)", sheets 1 through 6 of 6, dated 08-29-14 and last revised on NOV Wh, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) & FBC 2017 (61h Edition) and "No financial interest" dated 11/03/17, prepared by AL-Farooq Corporations, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 14-0926.13, expiring 02/19/20. 3. New Evidence submitted. A. DRAWINGS 1. Drawing No. W14-30 Rev D, titled "Series 900 Alum Outswing Pivot Door (L.M.I.)", sheets 1 through 6 of 6, dated 08-29-14 and last revised on Jan 08, 2019, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. Test 1. None. C. CALCULATIONS .. ... . 1. None. . . .. • .. . .. .... .. ... .. ... . .... . .. ... Ishaq I. Chanda, P.E. . . . .. . . . . . . . . Product Control Unit Supervisor . . . . . . .. . . . . . . NOA No. 19-0131.18 ' ' "' Expiration Date: February 19, 2020 ... .E - 2. ... . Approval Date: February 28, 2019 . . . . . .. .. . . . . . . . .. . . .. SIW Solution, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "Sentry Glas ® (Clear and White) Glass Interlayers", expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) & FBC 2017 (6th Edition) and "No financial interest" dated 11/03/17, prepared by AL-Farooq Corporations, signed and sealed by Javad Ahmad, P.E.(submitted under file # 17-1115.02). 2. Statement letter dated DEC 28, 2019, issued by SIW Impact Window, LLC that it has sold all assets of Exhibit "A" NOA(s), equipment's, accessories and "Know how" and No longer manufacture the products and request to rescind the Exhibit "A" NOA(s), signed by Abdiel Lopez, Manager. 3. Statement letter dated DEC 30, 2019, issued by SIW Solution, LLC that it has purchased all assets of Exhibit "A" NOA(s), equipment's, accessories and "Know how" and request Name change of the Exhibit "A" NOA(s) , signed by Steven A. Tourek, Secretary. G. OTHER 1. This NOA revises NOA # 17-1115.02, expiring 02/19/20. 2. Bill of sale dated DEC 28, 2018 between SIW Impact Window (Seller) and SIW Solution, LLC, (purchaser), signed by respective company's representative, Abdiel Lopez, Manager and Steven A. Tourek, Secretary. 3. Division of corporation listing of SIW LLC, as active status. • •• • •• ••• • •• • • ••• • • • • •• .. ...tshaq I. Chanda, P.E. .. • • Product Control Examiner . .. •NOA No. 19-0131.18 • • • • • Expiration Date: February 19, 2020 ••• of -3• w • ••• • • Approval Date: February28, 2019 • • • • • • • • • • • •• •• 000 0 0 • 0 • • ••• % • •• • 3/16" HEAT STREN'D GLASS 090' Interlayer SentryGlas \ �By 'Kuraray Americo, Inc.' -3/16' HEAT STREN'D GLASS 3/16" HEAT STREWD GLASS .090" Interlayer SentryGlos \ �By 'Kuraroy America, Inc.' —3/16" HEAT STREN'D GLASS e • •THIS PRQ� VE�TESTED TO COMPLY WITH THE REQUIRES" ,PG HE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 3" MAX. FLUSH BOLTS SEE SHEET 5 `\\ 12A 1 io vl / 15 14 \ e F y 13A / \ FALSE MUMINS + i c I v = FRAME HEIGHT — 16.625" (e" BOTTOM RAL) AfteptlunrNo � -aJ3% "/� ``1111111 Ail, //// Cspiratleo Dete / �... \ SILICONE L59 15/16" MAX. Clt•Ild$ No. 70592 — • • • E D.L OPG. I 1 e • • 1 • & \\ 20 • 0 • SILICONE p \\ 20 drawing no. 69 15/16" MAX. • • 0 / DOWSIL 995 AT SILL IMUM DESIGN LOAD RATING = + 50.0 PS (FOR MAX. SIZE SHOWN ABOVE OR SMALLER) — 50.0 PSF AS PERMITTED BY FDC REOUIREMENTS � • • • • • • • • • GLAZING DETAILS � • • • • • • • • • • 7/16' OVERALL IAM. GLASS • • • THESE 11bORS ARE RATED FOR019," & SMALL MISSILE IMPACT. e • SHUTTERS AJE NOT REOUIRW, • • • • • �• • CRRTF• Ginn • 3/16" HEAT STREWD GLASS .090" Interlayer SentryGlos \ �By 'Kuraroy America, Inc.' —3/16" HEAT STREN'D GLASS e • •THIS PRQ� VE�TESTED TO COMPLY WITH THE REQUIRES" ,PG HE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 3" MAX. FLUSH BOLTS SEE SHEET 5 `\\ 12A 1 \`E$o $ T 2 00 m / \ FALSE MUMINS + i c I v = FRAME HEIGHT — 16.625" (e" BOTTOM RAL) AfteptlunrNo � -aJ3% "/� ``1111111 Ail, //// Cspiratleo Dete / �... \ SILICONE L59 15/16" MAX. Clt•Ild$ No. 70592 — DOWSIL 995 E D.L OPG. NOTE: �' Jen 8,2019; o 1/4" ULTRACON drawing no. 69 15/16" MAX. 1 INTO CONC. Y n W SURFACE APPLIED D.L.O. HEIGHT = FRAME HEIGHT — 12.625" (4' BOTTOM RAIL) yftwp n—kh dw clot ie FALSE MUMINS + i c I = FRAME HEIGHT — 16.625" (e" BOTTOM RAL) AfteptlunrNo � -aJ3% "/� ``1111111 Ail, //// Cspiratleo Dete / �... s, z MAY BE USED L59 15/16" MAX. Clt•Ild$ No. 70592 — E D.L OPG. NOTE: �' Jen 8,2019; o 1/4" ULTRACON drawing no. 69 15/16" MAX. W14-30 INTO CONC. DOOR LEAF WIDTH TYPICAL ELEVATION AT SILL IMUM DESIGN LOAD RATING = + 50.0 PS (FOR MAX. SIZE SHOWN ABOVE OR SMALLER) — 50.0 PSF AS PERMITTED BY FDC REOUIREMENTS h QL im RIFE E 0tiapp C 0 SCot 04�IIWyI N p LL `_ J Z Q woil GLASS D.L.O. FORMULAE: D.L.O. WIDTH = FRAME WIDTH — 12.0625" millow rRLNUM D.L.O. HEIGHT = FRAME HEIGHT — 12.625" (4' BOTTOM RAIL) yftwp n—kh dw clot ie + i c I = FRAME HEIGHT — 16.625" (e" BOTTOM RAL) AfteptlunrNo � -aJ3% "/� ``1111111 Ail, //// Cspiratleo Dete / �... NOTE: APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. art'V4i i Clt•Ild$ No. 70592 — E NOTE: �' Jen 8,2019; o GLASS CAPACITIES ON THIS SHEET ARE 0'• STATE:oF (y; ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. BASED S,S.!�coFLORIDA R1o�.•�G�� W14-30 ////111'N sheet 1 of 6 DECDLARATORY STATEMENT DCAOSI DEC -219 �I7�1��` =ifG-I �1/2" MIN. JT-T-� THROW BOLT I I PENETRATION i I I I 4 TYPICAL ANCHORS SEE ELEVATIONS m N EDGE DIST, _ FOR _SPACING EXTERIOR n •••• _ FINISHES 4 THROW BOLT ONCRCTE 19 I I I PENETRATION BY OTHERS �• - - KSI MIN. • V •• • • • SEE ELEVATIONS I 8 r� o _ _ =ifG-I �1/2" MIN. JT-T-� THROW BOLT I I PENETRATION i I I I 4 3 1BY W000 BUCK x METAL STRUCTURE N SEE NOTE ON SHEET 1 m (SEE SPEC BELOW) h o v EDGE DI EDGE DI Z n J o EDGE DIST. O q y z EXTERIOR I No LH w N a FINISHES Z a BY OTHERS O La g N D j'q D •••• _ 11JI 4 THROW BOLT 19 I I I PENETRATION o �s • V •• • • • SEE ELEVATIONS I 8 FOR SPACING o _ _ 2 LOADS TO STRUCTURE • O = m LOAD BEARING • • (SOLID SHIMS •••• .,..,....., OPTIONAL TO GROUT) • N m p 00 15E • I^ • SEE ELEVATIONS EDGE DIST. • O•• • • STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) p (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Doi! i 1•• co ti ry •i[il • 88a 2� „ � INTO CONCRETE AND BLOCKS = 2-1/2" MIN. • ^ g "a E' W • • 0 8 �• WOOD AT HEAD OR JAMBS SG - 0.55 MIN. • • • 6 „ „ • • • R ANCHORS MAY BE HEX OR FLAT HEAD. E o < m • • •• • •• • •• • • •• 3 1BY W000 BUCK x METAL STRUCTURE N SEE NOTE ON SHEET 1 m (SEE SPEC BELOW) h o v EDGE DI EDGE DI Z n J o EDGE DIST. O q y z EXTERIOR I No LH w N a FINISHES Z a BY OTHERS O La g N Z TYPICAL ANCHORS TYPICAL ANCHORS g l tj SEE ELEVATIONS [SEE ELEVATIONS -a , FOR SPACING FOR SPACING c ; 12 Z 5 WOOD BUCKS AND METAL STRUCTURE NOT BY 'SIW SOLUTIONS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ELEV. FOR SPACING 1/4" DIA ULTRACON BY 'ELCO' ( =177 KSI, Fy-155 KSI) INTO 26Y KS OR WOOD STRUCTURES D j'q D 3/8" MIN. _ 11JI 4 THROW BOLT 19 I I I PENETRATION o �s V " o TYPICAL ANCHORS Pc - 5000 PSI MIN. SEE ELEVATIONS I 8 FOR SPACING o Z TYPICAL ANCHORS TYPICAL ANCHORS g l tj SEE ELEVATIONS [SEE ELEVATIONS -a , FOR SPACING FOR SPACING c ; 12 Z 5 WOOD BUCKS AND METAL STRUCTURE NOT BY 'SIW SOLUTIONS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ELEV. FOR SPACING 1/4" DIA ULTRACON BY 'ELCO' ( =177 KSI, Fy-155 KSI) INTO 26Y KS OR WOOD STRUCTURES D j'q D 3/8" MIN. _ 11JI 4 THROW BOLT 19 I I I PENETRATION o POURED k HARDENED V HIGH STRENGTH GROUT i _ T.T Pc - 5000 PSI MIN. I 8 NOT BY 10 MUST TRANSFER SHEAR o _ _ 2 LOADS TO STRUCTURE O = m LOAD BEARING < 3 o 6 N (SOLID SHIMS pUm .,..,....., OPTIONAL TO GROUT) N m p N gETE' o !TYPICAL ANCHORS I^ _ }'KSI l.11N.' SEE ELEVATIONS EDGE DIST. FOR SPACING Z TYPICAL ANCHORS TYPICAL ANCHORS g l tj SEE ELEVATIONS [SEE ELEVATIONS -a , FOR SPACING FOR SPACING c ; 12 Z 5 WOOD BUCKS AND METAL STRUCTURE NOT BY 'SIW SOLUTIONS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ELEV. FOR SPACING 1/4" DIA ULTRACON BY 'ELCO' ( =177 KSI, Fy-155 KSI) INTO 26Y KS OR WOOD STRUCTURES u W UQ) _ Q w 01 f _ 1-1/2" D JAMBS) n N THRU 1 B BUCKS INTO CONC. OR BLOCKS o 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) V 1-1/4° MIN. EMBED INTO CONC. OR BLOCKS (JAMBS i JLjn Ja? " Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONC. OR BLOCKS o LL N Q V)uj 1-3/4" MIN._ EMBED INTO CONCRETE (HEAD/SILL) O = m 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) < 3 o 6 N pUm 1/4" DIA. SELF DRILLING SCREWS (Fu -120 KSI, Fy=90 KSI) N m INTO MIAMI-DADE COUNTY APPROVED MULLIONS N OR INTO METAL STRUCTURES (HEAD/JAMBS) I^ Arno (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 0 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) p (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 3 TYPICAL EDGE DISTANCE 88a 2� „ � INTO CONCRETE AND BLOCKS = 2-1/2" MIN. o INTO WOOD STRUCTURE = 1" MIN. 2 a a INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Ve - 3000 PSI MIN. 6 „ „ C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. o _ o R ANCHORS MAY BE HEX OR FLAT HEAD. E o < m IIM ALLOWED ft0wrAEvmw DA COMPLIANCE >• oo�pw" a`" r4 FAti�fa M .ft C.& Aapt. «Nor -013/.11 E'A✓PDatioa Date k_ 14444 �r air met CoyAT CEN.4F '••. I .70592 s Jan 8,2019 o T STATEdrawing no. �Sn. Zomo�_•�G�e�� W14-30 ��3 No n a Z q r 3 q CAL ANCHORS a SEE ELEV. FOR SPACING O Oq .10. o u WyNW �� TA� O C V �Nn O W m • O6�Q S S T CONCRD ru C ytA� O MASONRY' Q W j LL n EXT. i mBY _ $ Jnmg WOOD BUCK Q W A 2 1/2" MA%. LOAD BEARING SHIM H m I N O FLUSH BOLTS/PHOT U v © SEE SHEET 5 FOR DESCRIPTION D ••• ••• •• ••.••�•6.* •� _ 11 -2BvY WOOD BUCK R a TYPICAL ANCHORS TYPICAL AO • • D TRUCTU SEE ELEV. zSOa8wN NNJN SEE ftTFOR SPACING C WcNOQUt TYPICAL ANCHORS • •• FOR PACELEV.SEE •• FOR SPACING >ZN W3. Lo � WS ••••T• •C • •CE• M�mSQU 0. 00.0 nm ♦•6R' IIAA501/•Y EXT. • •,• t • • ••• L •IRG -Q- D •BEMAA RXIN. aAEG�w� 3 POINT FAenO�pDql•YTi )l,C1•^e-ee^-FTtN•r•x1 • i! 4�5•t�ieTc�Fiawb•A�4"w% $ _ME`TI'AI•LI•s.I!DJS12CT1DR1F{NmU1T1CoN1TgUc/Rl.E • FINISHES LOCKS 3/e MAX - G (SEE SPEC ON SHEET HEET ;ly�2) • • fES SEE SHEET 5 LOADSBEARIN •: a FOR DESCRIPTION HIM cua`4d r0: • •• 69 15/16- LEAF WIDTH •1/2•M•X•.• LO/2 DOOR KAML WIUIH SHIM SHIM o f REVWM NOmm po Oic an .2019 O STATE OF c�dooca 1wGrcapRsg i4nao'pdgi— �bo�g_o.+• 3noo0 ��irS�Ol fVAl1E�� sheet 3 of 6 p 4.000 � 2.000 ---{ -1 j•�.655 I u; z0 i 1 .125 1.7 F 1.0001.000 050 1.385 050 1.365 062 I 062�I Dnp " ry 4 No Td Ll 4.000 SII -SII 1.238 1.238 m 3.000 .078 0 W L Zi yWI 1 FRAME HEADER 4 O LEAF TOP & BOTTOM RAIL 1z INTERIOR GLASS STOP O .662 r .662-I r- �- VIL 0 O 4 C 9 g 9axp 1 to F JI1.365 F.094195 --f. 1 t A� .050 1.365 803 LL 1 . 2 j p H 3.575 Imo--- 3.845 .144 .144 125 ole 2.100 O a n N r u FRAME HEADER COVER 3 EXTERIOR GLASS STOP 13A 2030. .915 .128 1.876 g � V x N 062 '125 ,499 5 PANEL STILE (STD.) � 5� J J Q n • • Imo--- • • • • 5.860 : • • .753 062 1.770 N O 0= 2 a • • • 2 1?4RESH;LD • • • • • • 6 LEAF ALIGNMENT CLIP -q 1.095 Ip _ S A W3-0 7ZU n p o m^ fn III�LLLS v • •••• • • •ti0 • • • •• • 7--l' • • • • � • 7.000 050 -m^ ez1 O •• : 421 •••• 8.000 Typ� ' •• • i•• • .078 •••• • • •••••• • THR 090, GSHOI•D COVER • • • • • .078 7 JAMB SNAP COVER O o 1- L1 gZ o • • m Z Z O .076 1.445 O•T( I-2.000 A � 1'j m 5 O � �<m� o � o � m 4.000 -4p 1.109 LEAF HI -PROFILE BOTTOM RAIL 0.562 111%J111111" ♦ so Hw I m{[1DUCf YEV� ♦ P•' OEN$E � ♦ V i I mpl�with He siorw �� r n .062 375 '1f 1 J5� i + i Ayn�ept8in<e No / -0/ � • /� No.705'92L Eapinow D.I.L 2(.) a L1.810 -moi 1 _ /' k---3.000 --�I 1 (. 1 • 4. �+w Jan 8,2U1J ((g/ o �I 1.346 O P 4 moo•., STATEOF •��`� %.,'�S; •.2omoR• �.� drawing no. W14-30 3 FRAME JAMB BOTTOM RAIL SWEEP ADAPTER 19 FLUSH BOLT BLOCK iiiNAL11 sheet 4 of g ITEM • PART / REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMAM 1 SIW901 1 FRAME HEADER 6063-T6 SIW SELECTED EXTRUDER 1A SIW902 1 FRAME HEADER COVER 6063-T6 SIW SELECTED EXTRUDER 2 SIW904 1 THRESHOLD 6063-T6 SIW SELECTED EXTRUDER 2A SIW905 1 THRESHOLD COVER 6063-T6 SIW SELECTED EXTRUDER 3 SIW903 2 FRAME JAMB 6063-T6 SW SELECTED EXTRUDER 4 STW805 2/ PANEL LEAF TOP & BOTTOM RAIL 6063-T6 SIW SELECTED EXTRUDER 4A SIWB14 1 HI -PROFILE LEAF BOTTOM RAIL 6063-T6 SIW SELECTED EXTRUDER 5 SM908 2/ PANEL LEAF STILE 6063-T6 SIW SELECTED EXTRUDER 6 SIW807 AS REOD. LEAF ALIGNMENT CLIP 6063-T6 SIW SELECTED EXTRUDER 7 SIW808 AS REDD. JAMB SNAP COVER 6063-T6 SIW SELECTED EXTRUDER 8 SIW809 1/ PANEL TOP AI BOTTOM RAIL SWEEP ADAPTER 6063-T6 SIW SELECTED EXTRUDER 9 W23201 AS READ. FIN SEAL PILE W'STRIPPING POLYPROPYLENE ULTRAFAB 10 1104-5601-9 AS REOD. W'STRIPPING SK560-SKIRT POLYPROPYLENE SCHLEGEL 11 QWS21 AS READ. COMPRESSION W STRIPPING Q-LON SCHLEGEL 12 SIW512 AS REOD. INTERIOR GLASS STOP 6063-T5 SIW SELECTED EXTRUDER 12A SIW54O AS REDD. INTERIOR GLASS STOP SQUARE 6063-T5 SIW SELECTED EXTRUDER 13 SIW513 AS READ. 1EXTERIOR GLASS STOP 6063-T6 SIW SELECTED EXTRUDER 13A SW541 AS REOD. EXTERIOR GLASS STOP SQUARE 6063-T6 SIW SELECTED EXTRUDER 14 5530 AS READ. INTERIOR GLAZING GASKET (DUROMETER 70±5) SANTOPRENE CENTRAL PLASTICS 15 5531 AS READ. EXTERIOR GLAZING GASKET (DUROMETER 70±5) SANTOPRENE CENTRAL PLASTICS 16 /e X 1/2" AS READ. GLASS STOP SCREWS SELF DRILLING - AT 6" FROM ENDS k 14' O.C. 17 /12 X 1-1/2" AS READ. FRAME AND LEAF ASSEMBLY SCREWS ST. STEEL HWH SMS 18 #12 X 1/2" AS REGO. FRAME ASSEMBLY SCREWS ST. STEEL FH MS 19 SW'521 - FLUSH BOLT BLOCK 6063-T6 SIW SELECTED EXTRUDER 20 2/ LITE SETTING BLOCKS. AT 1/4 POINTS I EPDM IDUROMETER 85±5 SHORE A *DOOR ZN,!;RE • • POINT LOOKS AT LOCK A • • • • • 03 POINT SEYTWGL•LOCK SYSTEM11jQ� SS77ATC6) BY 'ASHLAND' WITH ACTIVATIN/ HANDLE 6T 36' FR�.118U.�jjYQi.1�FASTENED TO STILE WITH • •(2) f 10 X */fb MACHINE SCR" fop o%nS HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD •AND SILL•• •• •••• X 5/16' DIR.BTHREAE DS RODS T �0 0 0 0 y�dECTED TO LOCK WITH • FLUSH BO T•AND PHOTS AT•T4M•Ti 1RYE • FLUSH BOLOS (1190-1202) BYiSjI:" e,, ASSOC.' MANUALL'r OPERATED LEVERS AT 27" FROM TOP AND 12" FROM SOT1Elt ACTIVATES /LUSH *3*LTS PROTRUDING • 1/2' INTO �r7F�QQ a��lJD 3/8" Im SILL • 1/2' DI/` 6l1CLET�TTjj��S FLUSH BELTS CONNECTED TO LEVERS WITH 5/1 fy J% JXEADED ROD. CRL 105 DEGREE HOLD OPEN ADJUSTABLE SPRING POWER OVERHEAD CONCEALED DOOR CLOSER 'S' PACKAGE (/CRL8770S) BY 'C. R. LAURENCE' ATTACHED TO HEADER WITH (4) 1/4-20 X 1-1/4' PFH MACHINE SCREWS. BOTTOM PIVOT ATTACHED TO FRAME SILL WITH (2) /12 X 5/8' SELF DRIWNG SCREWS ELECTRICAL FUNCTION IS NOT PART OF THIS APPROVAL. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 'SCHNEE-MOREHEAD 5504' SEAM SEALER. �u � t q � FF n Z Z b DOOR HEAD t ER o tCL O J � tq V 0 4 Amr j 0. 'I Ir 1" p Ara 0O;'4 ® CRL DOOR CLOSURE O & O Q lgp Q .6 W , + a_�n DIM(L 2it o - r3 J oda_ 0 �yJ� Q W W f F tj O 'MSB' O � J ----------------- L I z _J FLUSH BOLT SL" p Cwfi m a PIVOT STILE y (of7 U �O� N FLUSH BOLT U V) o m J ------------ ppOR .._ - -•- RAIL • o c n uo c CRIL CLOSURE WITH TT P V \``11111I O NgF'•.!o i $ n 'sa lROuuc t ftEYIYEi • 70582 3• s arPLPaS with the FLNls- Ytd"& Cone Aoea9taace No / ., 01.3 /S L an 8.2019 Eapitrtleo Datc"`�BR� _ O STATE OF�� ••••.! .O.RLD►;.•.. , Fin awing no. W 14-30 it Aw 84*tprodwt CaY6W 3 M I a 18 Z^ 3 2' X 1.2' X .15" ,,1,, ALUM PLATE I 4�( 18 W °jj a 141JI Ff 2N_Ip a V 8 0 N 3/8 THREADED ROD �\ I ��i� ACCESS HOLE 0 ¢ G g I I O y64�yy�� 38- NUT 1-1/2' X 1-1/2- X 1/8- 1' C Z7 p / ALUM ANGLE w N / ST. STEEL / WASHER Q kl O i o n O N N � O LEAF TOP/BOTTOM CORNER g Vag FRAME TOP CORNER z J a M ? 0000 • • • � c • 0000•• • • SOW <nv 00 m • • • V) • 0000•• ••• n •••••0 •• •• y 3W V)rn o • 0000 0000•• 8 O ACCESS HOLE • • •• •• 2' X yya 5" • • 0 •ALUM Pl1�E • • • 0000 .® � � • 3/8 THREADED ROD ice` 17 2 • • I � L • • ••• • I I m 2 2 • I 1 I / 3/8- NUT m ^� 2 3 0« i ST. STEELm o < m WASHER 6�0 ->I�lv All \\111111111] '•. "WDUcr REVWft 8 =0.9 r •v 0 with the Fb.A& .70592 0 £ (2) #12 X 1-1/2' SMS AT ALIGNMENT CLIP IPatairMl�• Date � � �•, an 5.2019 � O FRAME BOTTOM CORNER r{ C4�w�� o .• STATEOF (t/� drawing no. aravwtrr�oa.Nu�. r ; •.!2oa+o�.•�G�� W14-30 I FAF BOTTOM CORNER ,\�\t\\�` sheet 6 of 6 MIAMaDIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadeamv/buildina SIW Solutions, LLC 975 S. Congress Avenue #102 Delray Beach, FL 33445 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 SCRIPTION: Clipped, Extruded Aluminum Tube Mullion — L.M.I. ' u e Mullions", sheets 1 through 18 of 18 and sheet 3.1 of 18, dated 10/01/07, with revision G dated 12/05/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Con SSEU IMPACT RATING: Large and Small Missile Impact Resistant LAB ac er'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 co of this entire NOA sha l be• rovided to the user b the manufacturer or its PY P Y distri ins�eon �t jhe J4� sue t; hg r1guest of the Building Official. s NOA revises NOA No.17-0717.02naAs of fil%l:ag�.? apdtvj4ence pages E-1, E-2 and E-3, as we a The submitted documentation was reviewed by Nappgl Perez, P.E. • • • NOA No. 19-0131.11 MIAM104DE COUNTY • : . • : • : •reflipi6lon Date: November 21, 2022 A roval Date: March 28, 2019 31,2t1,q Page 1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-1016.06) 2. Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 18 of 18 and sheet 3.1 of 18, dated 10/01/07, with revision F dated 05/16/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled single hung and fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-07-4107, dated 03/26/07 and HETI-074115, dated 04/09/07, both signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 07-1016.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2,1, and TAS 202-94 along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4108, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 07-1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014), dated 07/10/15, and updated to the FBC 6th Edition (2017) on 06/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-0918.04) 2. Glazing complies with ASTM E1300-09 QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). 1. one. .. ... . . . . . . .0- .. ... .. . . . .. Manuel Pe , • • • • • • • Product Control lixamider • • • . : NOA No. 19- 11 • . • ; • • • <apiiaAon Date: November 21, 2022 • • • Approval Date: March 28, 2019 E-1 ... . . . . ... . . . . . . . .. .. ... . . . . . . . . . ... . . . .. . . . . SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC Wh Edition (2017), and of no financial interest, dated June 29, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-07-4107, dated 03/26/07, HETI-07-4108, dated 03/26/07 and HETI-07-4115, dated 04/09/07, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz—Seda, P.E. (Submitted under NOA No. 07-1016.06) G. OTHERS 1. Notice of Acceptance No. 15-0715.04, issued to SIW Impact Windows, LLC for their Clipped, Extruded Aluminum Tube Mullion — L.M.I., approved on 02/25/16 and expiring on 11/21/17. .. ... . . • . . • • . ......... . . •.... Manuel er P. . • • • • • • • • Product Control E ami r V. • : : g • : • : NOA No. 19- .1l 000 : • 000 :• • •fspisadon Date: November 21, 2022 Eipproval Date: March 28, 2019 E-2 • • • • • • • • • • ••• • • • ••• • • SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 18 of 18 and sheet 3.1 of 18, dated 10/01/07, with revision G dated 12/05/18, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6`b Edition (2017), dated January 9, 2019, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Asset purchase agreement dated December 28, 2018, signed by Mr. Abdiel Lopez and Mr. Steven G. Tourek. 3. Letter from owners of existing NOA stating that they have sold all assets to the applicant, that they no longer manufacture the product and relinquish their rights to the current NOA, dated December 28, 2018, signed by Mr. Abdiel Lopez, Manager G. OTHERS 1. Notice of Acceptance No. 17-0717.02, issued to SIW Impact Windows, LLC for their Clipped, Extruded Aluminum Tube Mullion — L.M.I., approved on 08/24/17 and expiring on 11/21/22. Mann e P E. • • • • • Product Contro xa ner ' NOA No. l - 131.11 • ; • .' Expiration Date: November 21, 2022 Approval Date: March 28, 2019 E-3 II II WINDOW FRAME _. TUBE MUWONNUI III41III SEE SEPARATE NOA SEE SHEEP 2 FOR SIZES FOR CAPACITY AND SHEETS 3 & 3.1 FOR CAPACITY WINDOW FRAME SEE SEPARATE NOA FOR CAPACITY TUBE MUWON EE SHEET 2 FOR SIZES AND SHEETS 3 do 3.1 -no rlpArnV MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 0 RECTANGULAR ALUMINUM TUBE MULLIONS n ULLION PROPERTIES ON Z 0 f MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. °j g SEE SEPARATE NOA'S FOR WINDOWS/DOORS IMPACT AND LOAD RATINGS. a F 2 N LOWER VALUES FROM MULLION APPROVAL OR WINDOW/DOOR NOA WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 0 C REQUIREMENTS OF THE 2017 (8TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 0 ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE of M APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER O d p C INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. O �t�z WOOD Q; 929 BUCKSBY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFERp LOADS TO THEE STRUCTURE. Q W N � ^ ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT __ TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ZpZ P�1 g ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS Q W 01 f ARE NOT PART OF THIS APPROVAL O A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. m MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS. 1:1--wi. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATIONIN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE GLAZING PRODUCT CONNECTION TO MUWON AS ASPER PRODUCT APPROVAL. USINGCHARTS ON SHEET 3 k 3.1 SELECT MULLION SIZE STEP WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES AND ANCHOR CAPACITY CHARTS TESPON SHEETS 4 THRU 18, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. PRODUCT REVISSD. c plyigwith the Florida B"dAeceE THESE MULLIONS CAN ONLY BE USED WITH IBy 'SIW' GLAZING PRODUCTS 111h rall '. . GENBNc''•. -- I 0 .711582, Jan8,2019 mi� STATE OF !vim drawing no. .1ZO M07 _04 sem.•...... DOOR FRAME SEE SEPARATE NOA FOR CAPACITY TUBE MULUON SEE SHEET 2 FOR SIZESAND _-_ SHEETS k 3.1 -,, FOR CAP m3 ail II I it • I • • • ij II II 4-=T • frn ��•:.: r II I I pI I g[r Ei ____� � • •� • • � { B.i� 9FL------------'r�L-- • • L__J • _____________ -- 0000 ! 1 0000 0000•• • DOOR FRAME • • • • • • SEE SEPARATE NOA FOR CAPACITY • r1 _T r_y J,��s1s-- T l '– MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 0 RECTANGULAR ALUMINUM TUBE MULLIONS n ULLION PROPERTIES ON Z 0 f MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. °j g SEE SEPARATE NOA'S FOR WINDOWS/DOORS IMPACT AND LOAD RATINGS. a F 2 N LOWER VALUES FROM MULLION APPROVAL OR WINDOW/DOOR NOA WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 0 C REQUIREMENTS OF THE 2017 (8TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 0 ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE of M APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER O d p C INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. O �t�z WOOD Q; 929 BUCKSBY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFERp LOADS TO THEE STRUCTURE. Q W N � ^ ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT __ TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ZpZ P�1 g ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS Q W 01 f ARE NOT PART OF THIS APPROVAL O A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. m MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS. 1:1--wi. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATIONIN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE GLAZING PRODUCT CONNECTION TO MUWON AS ASPER PRODUCT APPROVAL. USINGCHARTS ON SHEET 3 k 3.1 SELECT MULLION SIZE STEP WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES AND ANCHOR CAPACITY CHARTS TESPON SHEETS 4 THRU 18, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. PRODUCT REVISSD. c plyigwith the Florida B"dAeceE THESE MULLIONS CAN ONLY BE USED WITH IBy 'SIW' GLAZING PRODUCTS 111h rall '. . GENBNc''•. -- I 0 .711582, Jan8,2019 mi� STATE OF !vim drawing no. .1ZO M07 _04 sem.•...... I II n I _J II r I I R I TUBE MULLION SEE SHEET 2 FOR SIZES L_V1______- AND SHEETS 3 k 3.1 FOR CAPACITY MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 0 RECTANGULAR ALUMINUM TUBE MULLIONS n ULLION PROPERTIES ON Z 0 f MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. °j g SEE SEPARATE NOA'S FOR WINDOWS/DOORS IMPACT AND LOAD RATINGS. a F 2 N LOWER VALUES FROM MULLION APPROVAL OR WINDOW/DOOR NOA WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 0 C REQUIREMENTS OF THE 2017 (8TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 0 ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE of M APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER O d p C INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. O �t�z WOOD Q; 929 BUCKSBY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFERp LOADS TO THEE STRUCTURE. Q W N � ^ ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT __ TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ZpZ P�1 g ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS Q W 01 f ARE NOT PART OF THIS APPROVAL O A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. m MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS. 1:1--wi. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATIONIN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE GLAZING PRODUCT CONNECTION TO MUWON AS ASPER PRODUCT APPROVAL. USINGCHARTS ON SHEET 3 k 3.1 SELECT MULLION SIZE STEP WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES AND ANCHOR CAPACITY CHARTS TESPON SHEETS 4 THRU 18, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. PRODUCT REVISSD. c plyigwith the Florida B"dAeceE THESE MULLIONS CAN ONLY BE USED WITH IBy 'SIW' GLAZING PRODUCTS 111h rall '. . GENBNc''•. -- I 0 .711582, Jan8,2019 mi� STATE OF !vim drawing no. .1ZO M07 _04 sem.•...... 1.000 1.250 6.000 �{ 1.000 I I 0 O 74.000-7 1 1.000 r .375 o e'�i W O 125 Q 2 TYP. TYP 125 .125 .125' p 6 4.500 6.000 �u 3.000 125 4.000 4.000 .125 t] C TYP. 4.000 0 H r LL LIL----Jl Lu L 375 0 6 0 L0 .5 Ix = .9502 IN\4 Ix = 2.0374 IN\4 Ix = 3.1878 IN\4 Ix 4.2421 IN\4 1% 1 Z C Sx .6335 IN\3 Sx 1.0187 IN\3 Sx = 1.5939 IN\3 Sx = 1.8854 IN\3 Iz - 4.8538 IN\4 Ix = 16.9059 IN\4 Q H o Sx = 2.4269 IN\3 Sx 5.6353 IN\3 Q 1 X 3 1 X 4 1 X 4 1=X4-1,2�)STD. MULLION STD. MULLION �L STORM MULUON C 4 X 4 , X 6 a w m f 6063-T6 6063-T6 6063-T6 6063-T6 STD MULLION STD. MULLION O 6063-T6 6063-T6 N 000 2. p 06** j�-2.000 �{ y-2.000 8.000 (Y) ~ • • • Z • •• •• • • •• O 0 N • • • -j • • v •3000 • • • • • • • � -' • � •Opp • • • 125 250 125125 W TYR TYP. TYP. Typ m tNil N ••• •••• •• ••F -Oji w • .250 6.000 6.000 �+ C7 U I • ••• '� ••• Poo TYP. 70� n N • •Z U m _ 4,000 • • • • 4.00(b 8.000 8.000 • : • Q 3I� n W • • • IX -:.&7`'j IN\4 • •IX =05.3073 IN\4 Ix = 8.2757 IN\4 Ix = 15.2031 IN\4 Sx 0-1,4861 w\3 • Sx A 2.6536 IN\3 Sx = 2.7586 IN\3 Sx = 5.0677 IN\3 2 X 4 2 X 4 2 X 6 2 X 6 0. o" STD. MULLION HEAVY MULLION STD, MULLION HEAVY MULLION Ix = 17.4502 IN\4 Ix = 40.7080 IN\4 6063-T6 6063-T6 6063-T6 6063-T6 Sx = 4.3625 IN\3 Sx = 10.1770 IN\3 - B S 2 X 8 8 X 8 • j i u p-1.690 STD MULLION STD. MULLION .690 -{ 6063-T6 6063-T6 � y - THESE MULLIONS CAN ONLY BE USED WITH 2 o « d .125 'SIW' GLAZING PRODUCTS 5 o u .125 2.500 2.500 0 W - 1.530 NOTCH `1111111111177 O OPTIONAL �� 1A}Awe 7/7T ro NOTCH CEN •'GQIJ� 1 v•. _� I=---3.750=1 OPTIONAL .125 I 3.750 a � o NOTCH 2.000 VRODUC-T REVISED .78592 s, B OPTIONAL 112' as complying withthe Florida • o a L MIN. building Code - $ `•' a a I Accp anc• tw -O/ . ! Jan 8,2019 MULLION CLIP (6063-T6) a MULLION CUP (6063-T6) 1/2• H 2.000 E. imtionDatc 0 ., STATE OF <y� drawing no. (ALT. TO ANTHSGLES) 1/2- (ALT. TO ANGLES) MIN. AC� 'RORIDP,.• \�: M07-04 MIN. AN F IP hi t a r uct ''ss/0 INTO LEN TUBE MULBE LIONS. TO FR SNUG INTO 28Y TUBEMMULLIONS.� TO fTf SNUG 6063-T6r� 77111.AL1111� sheet 2 of 1$ DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TU ULLIONS) ARCHES TO BE INSCRIBED 3 / INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION �a 1-1/4 1-1/4 0 0 PRODUCT 3 ZO m n z ` Z li'li� q �t 7 z F f Z N a L e n p ci 0 ci GLAZING GLAZING 3 d m PRODUCT PRODUCT p v pN� EM W. 115.0 130.0 130.0 130.0 130.0 130.0 60^ - 35.6 54.3 65.1 51.9 92.600, p W1 W2 MUWON SPAN _I 68' 1045 130.0 130.0 130.0 130.0 130.0 66• - 32.3 49.3 59.2 47.2 84.2 0 72' 95.8 130.0 130.0 130.0 130.0 130.0 72' - 29.6 45.2 54.3 43.3 77.2 � N N O 19-1/8• 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8• 34.8 74.7 116.9 130.0 109.1 130.0 TYPICAL MULLION ARRANGEMENTS Q w d 6 26-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2• 25.1 53.9 84.4 111.4 78.8 130.0 z m 30' 130.0 130.0 130.0 130.0 130.0 130.0 30' 22.2 47.6 74.5 98.4 69.6 124.1 J t7 J 37' 105.7 130.0 130.0 130.0 130.0 130.0 37' - 38.6 60.4 79.8 56.4 100.6 WIDTH (W) = W1 + W2 Q W M F 42' 50-5/8' 93.1 130.0 130.0 130.0 130.0 130.0 42' 98, = 34.0 53.2 70.3 49.7 88.8 2 0 48' 81.5 128.6 130.0 130.0 130.0 130.0 48' 29.8 46.6 61.5 43.5 77.6 54' V543 114.3 130.0 130.0 130.0 130.0 54' - 26.5 41.4 54.7 38.7 68.9 60^ 0 0 • 102.9 130.0 130.0 130.0 130.0 W. - 23.8 37.3 49.2 34.8 62.0 NOTE: rn • • 66• • • • • 93.5 130.0 130.0 130.0 130.0 66' - 21.7 33.9 44.7 31.5 56.4 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED Z II N H • • • • • 72' 85 1 130.0 128.2 130.0 72' - - 31.1 41.0 29.0 51.7 •VERTICALLY OR HORIZONTALLY. o 19-1/8' • • • • 130.00 130.0 130.0 130.0 130.0 19-1/8' 24.5 52.5 82.1 109.3 76.7 130.0 (INTERPOLATION BETWEEN WIDTHS ALLOWED) N • • • • 96-1/2' • 130.0 130.0 130.0 130.0 130.0 26-1/2' - 37.9 59.3 78.9 55.3 98.7 . 13j0 130.0 130.0 130.0 130.0 30' - 33.5 52.3 69.7 48.9 87.1 Ld J Q M • 37' • 63.7 109:2 Saco 130.0 130.0 130.0 37' - 27.1 42.4 56.5 39.6 70.7 _ m to •••• • J 42' • 419 56.1 93. 13 .0 130.0 130.0 130.0 42' 1�, 23.9 37.4 49.8 34.9 62.2 C: 0LL H w a • • • • 48• • 63 0. •49.1 886 624.0 130.0 122.7 130.0 48' - 20.9 32.7 43.5 30.5 54.5 O 0_ _ • • • • 54' 43.7 7 .-A 719.! 130.0 109.1 130.0 54' 29.1 38.7 27.1 48.4 60' • • • 39.3 65.!6 2 118.8 98.2 130.0 60' - - 26.2 34.8 24.4 43.6 OU On • 66' • 0 • 35.7 59.5 90.2& 108.0 89.2 130.0 66^ - - 23.5 31.7 22.2 39.6 •••• P 21.8 29.0 20.4 36.3 Z) �Q • RG 72' 32.8 54. Z .7 99.0 81.8 130.0 72' Q 3 19-1/8' 75.3 1900 •l;p 130.0 130.0 130.0 19-1/8' 59.9 79.7 55.9 99.7 (n O r •:•• 26_1/2• 0 00 54.4 1 5.4• 130.0 130.0 130.0 130.0 26-1/2' 43.2 57.5 40.3 71.9 0 30' 0 48.0 93.1 1 130.0 130.0 130.0 W. 38.2 50.8 35.6 63.5 •37,•••38.9 15.5 •1.4.1 130.0 113.5 130.0 37' 30.9 41.2 28.9 51.5 • • • • 42•••• 34.3 8 t00S 120.4 100.0 130.0 42' 27.3 36.3 25.4 45.4 74-174 120' 48• 300 58.2 879 105.4 87.5 130.0 48' 2},e 31.7 22.3 39.7•••• 54' 26.7 57.7 78.1 93.7 77.8 130.0 54' 21.2 26.2 - 35.724.046.870.3 84.3 70.0 122.2 60' - 25.4 - 31.868' 21.8 42.3 63.9 76.6 63.8 111.1 68'- 23.1 - 28.9072' 20.0 38.8 58.6 70.3 58.3 101.9 72^ - 21.2 - 26.5 N U 19-1/8' 65.0 130.0 130.0 130.0 130.0 130.0 19-1/8' - 28.7 45.0 59.8 42.0 74.9 • E z o 26-1/2' 46.9 95.2 130.0 130.0 130.0 130.0 26-1/2' - 20.7 32.5 43.2 30.3 54.0 30' 41.4 84.1 126.8 730.0 126.5 130.0 30' - - 28.7 36.2 26.8 47.7 37' 33.6 68.2 702.8 123.7 102.6 130.0 37' - - 23.2 30.9 21.7 38.7 c m THESE MULLIONS CAN ONLY BE USED WITH 4 42" 78, 29.8 60.1 90.6 108.6 90.3 130.0 42' 132, - - 20.5 27.3 = 34.1 •$IW' GLAZING PRODUCTS 48' 25.9 52.5 79.3 95.1 79.1 130.0 18' - - - 23.8 29.8 c c 54' 23.0 46.7 70.5 84.5 70.3 122.6 54' - - - 111 I I 1 I / I 6D' 20.7 42.0 63.4 78.1 63.2 110.4 60' - - - 212 23'9 MULLIONS 66' - 38.2 57.7 69.1 57.5 100.3 66' _ _ _ _ _ 21.7 ••E14$F •., / i •� 0 72' 35.0 5T.9 83.4 52.7 92.0 72' - - - - - - ? 7 3 57 32 6 - 19-1/8 - 22.1 34.6 4.1 ..\ ` / PRODUCT REVISED No'70592 26-1/2' - - 25.0 33.3 23.3 41.6 W -Plying aril: the FlO,ide _ �7 , = $ 22.1 29.4 20.6 36.8 Building Cnde _ • u 37' 1 H' - - - 23.8 - 29.8 Ac°`i'a°=� No4mo gi J..8,2019 , Ex irzR Dc6 �® STATE OF :(/� drOwing no. 42' - - - 21.0 - 28.3 23.0 By %, 5; .F...... • [g��: M07-04 htisu+a� �� ALLLOADS ARE EXT.(+)/INT.(-). 54' - - - - - 20.4 //7NN ALAI%% sheet 3 ofd$ x x HINDOIf DIMS. 1 X 3 1 X 4 1 x 4 4-1/2 2 X 4 2 X 4 IIIND01/ DIMS. 1 x 3 1 X 4 1 x 4 4-1/2 X 4 2 X 4 WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTO Smut,STD. HEADY 19-1/8' 130.0 130.0 130.0 130.0 130.0 1 130.0 19-1/e' 52.0 111.5 130.0 INIF 130.0 1 130.0 28-1/2' _ 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2• 37.5 80.5 122.9 130.0 117.6 130.0 30' 130.0 130.0 130.0 130.0 130.0 130.0 30' 33.2 71.1 108.5 130.0 103.9 130.0 37^ 130.0 130.0 130.0 130.0 130.0 130.0 37' 26.9 57.7 88.0 105.6 84.2 130.0 42' 4g' 38-3/8, 130.0 130.0 130.0 130.0 130.0 130.0 42'O O 23.7 50.8 77.5 74.2 130.0 115.8 20.7 44.4 87.8 81.4 1 64.9 130.0 130.0 130.0 130.0 130.0 130.0 54' 1278 1300 1300 1300 130.0 130.0 54• - 39.5 60.3 57.7 102.9 0 PRODUCT 3 ZO m n z ` Z li'li� q �t 7 z F f Z N a L e n p ci 0 ci GLAZING GLAZING 3 d m PRODUCT PRODUCT p v pN� EM W. 115.0 130.0 130.0 130.0 130.0 130.0 60^ - 35.6 54.3 65.1 51.9 92.600, p W1 W2 MUWON SPAN _I 68' 1045 130.0 130.0 130.0 130.0 130.0 66• - 32.3 49.3 59.2 47.2 84.2 0 72' 95.8 130.0 130.0 130.0 130.0 130.0 72' - 29.6 45.2 54.3 43.3 77.2 � N N O 19-1/8• 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8• 34.8 74.7 116.9 130.0 109.1 130.0 TYPICAL MULLION ARRANGEMENTS Q w d 6 26-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2• 25.1 53.9 84.4 111.4 78.8 130.0 z m 30' 130.0 130.0 130.0 130.0 130.0 130.0 30' 22.2 47.6 74.5 98.4 69.6 124.1 J t7 J 37' 105.7 130.0 130.0 130.0 130.0 130.0 37' - 38.6 60.4 79.8 56.4 100.6 WIDTH (W) = W1 + W2 Q W M F 42' 50-5/8' 93.1 130.0 130.0 130.0 130.0 130.0 42' 98, = 34.0 53.2 70.3 49.7 88.8 2 0 48' 81.5 128.6 130.0 130.0 130.0 130.0 48' 29.8 46.6 61.5 43.5 77.6 54' V543 114.3 130.0 130.0 130.0 130.0 54' - 26.5 41.4 54.7 38.7 68.9 60^ 0 0 • 102.9 130.0 130.0 130.0 130.0 W. - 23.8 37.3 49.2 34.8 62.0 NOTE: rn • • 66• • • • • 93.5 130.0 130.0 130.0 130.0 66' - 21.7 33.9 44.7 31.5 56.4 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED Z II N H • • • • • 72' 85 1 130.0 128.2 130.0 72' - - 31.1 41.0 29.0 51.7 •VERTICALLY OR HORIZONTALLY. o 19-1/8' • • • • 130.00 130.0 130.0 130.0 130.0 19-1/8' 24.5 52.5 82.1 109.3 76.7 130.0 (INTERPOLATION BETWEEN WIDTHS ALLOWED) N • • • • 96-1/2' • 130.0 130.0 130.0 130.0 130.0 26-1/2' - 37.9 59.3 78.9 55.3 98.7 . 13j0 130.0 130.0 130.0 130.0 30' - 33.5 52.3 69.7 48.9 87.1 Ld J Q M • 37' • 63.7 109:2 Saco 130.0 130.0 130.0 37' - 27.1 42.4 56.5 39.6 70.7 _ m to •••• • J 42' • 419 56.1 93. 13 .0 130.0 130.0 130.0 42' 1�, 23.9 37.4 49.8 34.9 62.2 C: 0LL H w a • • • • 48• • 63 0. •49.1 886 624.0 130.0 122.7 130.0 48' - 20.9 32.7 43.5 30.5 54.5 O 0_ _ • • • • 54' 43.7 7 .-A 719.! 130.0 109.1 130.0 54' 29.1 38.7 27.1 48.4 60' • • • 39.3 65.!6 2 118.8 98.2 130.0 60' - - 26.2 34.8 24.4 43.6 OU On • 66' • 0 • 35.7 59.5 90.2& 108.0 89.2 130.0 66^ - - 23.5 31.7 22.2 39.6 •••• P 21.8 29.0 20.4 36.3 Z) �Q • RG 72' 32.8 54. Z .7 99.0 81.8 130.0 72' Q 3 19-1/8' 75.3 1900 •l;p 130.0 130.0 130.0 19-1/8' 59.9 79.7 55.9 99.7 (n O r •:•• 26_1/2• 0 00 54.4 1 5.4• 130.0 130.0 130.0 130.0 26-1/2' 43.2 57.5 40.3 71.9 0 30' 0 48.0 93.1 1 130.0 130.0 130.0 W. 38.2 50.8 35.6 63.5 •37,•••38.9 15.5 •1.4.1 130.0 113.5 130.0 37' 30.9 41.2 28.9 51.5 • • • • 42•••• 34.3 8 t00S 120.4 100.0 130.0 42' 27.3 36.3 25.4 45.4 74-174 120' 48• 300 58.2 879 105.4 87.5 130.0 48' 2},e 31.7 22.3 39.7•••• 54' 26.7 57.7 78.1 93.7 77.8 130.0 54' 21.2 26.2 - 35.724.046.870.3 84.3 70.0 122.2 60' - 25.4 - 31.868' 21.8 42.3 63.9 76.6 63.8 111.1 68'- 23.1 - 28.9072' 20.0 38.8 58.6 70.3 58.3 101.9 72^ - 21.2 - 26.5 N U 19-1/8' 65.0 130.0 130.0 130.0 130.0 130.0 19-1/8' - 28.7 45.0 59.8 42.0 74.9 • E z o 26-1/2' 46.9 95.2 130.0 130.0 130.0 130.0 26-1/2' - 20.7 32.5 43.2 30.3 54.0 30' 41.4 84.1 126.8 730.0 126.5 130.0 30' - - 28.7 36.2 26.8 47.7 37' 33.6 68.2 702.8 123.7 102.6 130.0 37' - - 23.2 30.9 21.7 38.7 c m THESE MULLIONS CAN ONLY BE USED WITH 4 42" 78, 29.8 60.1 90.6 108.6 90.3 130.0 42' 132, - - 20.5 27.3 = 34.1 •$IW' GLAZING PRODUCTS 48' 25.9 52.5 79.3 95.1 79.1 130.0 18' - - - 23.8 29.8 c c 54' 23.0 46.7 70.5 84.5 70.3 122.6 54' - - - 111 I I 1 I / I 6D' 20.7 42.0 63.4 78.1 63.2 110.4 60' - - - 212 23'9 MULLIONS 66' - 38.2 57.7 69.1 57.5 100.3 66' _ _ _ _ _ 21.7 ••E14$F •., / i •� 0 72' 35.0 5T.9 83.4 52.7 92.0 72' - - - - - - ? 7 3 57 32 6 - 19-1/8 - 22.1 34.6 4.1 ..\ ` / PRODUCT REVISED No'70592 26-1/2' - - 25.0 33.3 23.3 41.6 W -Plying aril: the FlO,ide _ �7 , = $ 22.1 29.4 20.6 36.8 Building Cnde _ • u 37' 1 H' - - - 23.8 - 29.8 Ac°`i'a°=� No4mo gi J..8,2019 , Ex irzR Dc6 �® STATE OF :(/� drOwing no. 42' - - - 21.0 - 28.3 23.0 By %, 5; .F...... • [g��: M07-04 htisu+a� �� ALLLOADS ARE EXT.(+)/INT.(-). 54' - - - - - 20.4 //7NN ALAI%% sheet 3 ofd$ VERT GL MUlLx1N GLAZING GRAZING 0 3 PRODUCT PRODUCT � 2 0 PRODUCT 3 ZO m n z ` Z li'li� q �t 7 z F f Z N a L e n p ci 0 ci GLAZING GLAZING 3 d m PRODUCT PRODUCT p v pN� EM W. 115.0 130.0 130.0 130.0 130.0 130.0 60^ - 35.6 54.3 65.1 51.9 92.600, p W1 W2 MUWON SPAN _I 68' 1045 130.0 130.0 130.0 130.0 130.0 66• - 32.3 49.3 59.2 47.2 84.2 0 72' 95.8 130.0 130.0 130.0 130.0 130.0 72' - 29.6 45.2 54.3 43.3 77.2 � N N O 19-1/8• 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8• 34.8 74.7 116.9 130.0 109.1 130.0 TYPICAL MULLION ARRANGEMENTS Q w d 6 26-1/2' 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2• 25.1 53.9 84.4 111.4 78.8 130.0 z m 30' 130.0 130.0 130.0 130.0 130.0 130.0 30' 22.2 47.6 74.5 98.4 69.6 124.1 J t7 J 37' 105.7 130.0 130.0 130.0 130.0 130.0 37' - 38.6 60.4 79.8 56.4 100.6 WIDTH (W) = W1 + W2 Q W M F 42' 50-5/8' 93.1 130.0 130.0 130.0 130.0 130.0 42' 98, = 34.0 53.2 70.3 49.7 88.8 2 0 48' 81.5 128.6 130.0 130.0 130.0 130.0 48' 29.8 46.6 61.5 43.5 77.6 54' V543 114.3 130.0 130.0 130.0 130.0 54' - 26.5 41.4 54.7 38.7 68.9 60^ 0 0 • 102.9 130.0 130.0 130.0 130.0 W. - 23.8 37.3 49.2 34.8 62.0 NOTE: rn • • 66• • • • • 93.5 130.0 130.0 130.0 130.0 66' - 21.7 33.9 44.7 31.5 56.4 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED Z II N H • • • • • 72' 85 1 130.0 128.2 130.0 72' - - 31.1 41.0 29.0 51.7 •VERTICALLY OR HORIZONTALLY. o 19-1/8' • • • • 130.00 130.0 130.0 130.0 130.0 19-1/8' 24.5 52.5 82.1 109.3 76.7 130.0 (INTERPOLATION BETWEEN WIDTHS ALLOWED) N • • • • 96-1/2' • 130.0 130.0 130.0 130.0 130.0 26-1/2' - 37.9 59.3 78.9 55.3 98.7 . 13j0 130.0 130.0 130.0 130.0 30' - 33.5 52.3 69.7 48.9 87.1 Ld J Q M • 37' • 63.7 109:2 Saco 130.0 130.0 130.0 37' - 27.1 42.4 56.5 39.6 70.7 _ m to •••• • J 42' • 419 56.1 93. 13 .0 130.0 130.0 130.0 42' 1�, 23.9 37.4 49.8 34.9 62.2 C: 0LL H w a • • • • 48• • 63 0. •49.1 886 624.0 130.0 122.7 130.0 48' - 20.9 32.7 43.5 30.5 54.5 O 0_ _ • • • • 54' 43.7 7 .-A 719.! 130.0 109.1 130.0 54' 29.1 38.7 27.1 48.4 60' • • • 39.3 65.!6 2 118.8 98.2 130.0 60' - - 26.2 34.8 24.4 43.6 OU On • 66' • 0 • 35.7 59.5 90.2& 108.0 89.2 130.0 66^ - - 23.5 31.7 22.2 39.6 •••• P 21.8 29.0 20.4 36.3 Z) �Q • RG 72' 32.8 54. Z .7 99.0 81.8 130.0 72' Q 3 19-1/8' 75.3 1900 •l;p 130.0 130.0 130.0 19-1/8' 59.9 79.7 55.9 99.7 (n O r •:•• 26_1/2• 0 00 54.4 1 5.4• 130.0 130.0 130.0 130.0 26-1/2' 43.2 57.5 40.3 71.9 0 30' 0 48.0 93.1 1 130.0 130.0 130.0 W. 38.2 50.8 35.6 63.5 •37,•••38.9 15.5 •1.4.1 130.0 113.5 130.0 37' 30.9 41.2 28.9 51.5 • • • • 42•••• 34.3 8 t00S 120.4 100.0 130.0 42' 27.3 36.3 25.4 45.4 74-174 120' 48• 300 58.2 879 105.4 87.5 130.0 48' 2},e 31.7 22.3 39.7•••• 54' 26.7 57.7 78.1 93.7 77.8 130.0 54' 21.2 26.2 - 35.724.046.870.3 84.3 70.0 122.2 60' - 25.4 - 31.868' 21.8 42.3 63.9 76.6 63.8 111.1 68'- 23.1 - 28.9072' 20.0 38.8 58.6 70.3 58.3 101.9 72^ - 21.2 - 26.5 N U 19-1/8' 65.0 130.0 130.0 130.0 130.0 130.0 19-1/8' - 28.7 45.0 59.8 42.0 74.9 • E z o 26-1/2' 46.9 95.2 130.0 130.0 130.0 130.0 26-1/2' - 20.7 32.5 43.2 30.3 54.0 30' 41.4 84.1 126.8 730.0 126.5 130.0 30' - - 28.7 36.2 26.8 47.7 37' 33.6 68.2 702.8 123.7 102.6 130.0 37' - - 23.2 30.9 21.7 38.7 c m THESE MULLIONS CAN ONLY BE USED WITH 4 42" 78, 29.8 60.1 90.6 108.6 90.3 130.0 42' 132, - - 20.5 27.3 = 34.1 •$IW' GLAZING PRODUCTS 48' 25.9 52.5 79.3 95.1 79.1 130.0 18' - - - 23.8 29.8 c c 54' 23.0 46.7 70.5 84.5 70.3 122.6 54' - - - 111 I I 1 I / I 6D' 20.7 42.0 63.4 78.1 63.2 110.4 60' - - - 212 23'9 MULLIONS 66' - 38.2 57.7 69.1 57.5 100.3 66' _ _ _ _ _ 21.7 ••E14$F •., / i •� 0 72' 35.0 5T.9 83.4 52.7 92.0 72' - - - - - - ? 7 3 57 32 6 - 19-1/8 - 22.1 34.6 4.1 ..\ ` / PRODUCT REVISED No'70592 26-1/2' - - 25.0 33.3 23.3 41.6 W -Plying aril: the FlO,ide _ �7 , = $ 22.1 29.4 20.6 36.8 Building Cnde _ • u 37' 1 H' - - - 23.8 - 29.8 Ac°`i'a°=� No4mo gi J..8,2019 , Ex irzR Dc6 �® STATE OF :(/� drOwing no. 42' - - - 21.0 - 28.3 23.0 By %, 5; .F...... • [g��: M07-04 htisu+a� �� ALLLOADS ARE EXT.(+)/INT.(-). 54' - - - - - 20.4 //7NN ALAI%% sheet 3 ofd$ ARCHES TO BE INSCRIBED U 3 INSIDE RECTANGULAR SHAPE HORIZONTAL MUWON < O r 0 0 n i Z ° O W � a� 2 n C. J 0'. a LL QO �m W1 W2 (_ MULLION SPAN a ¢ m g D aOpN 0�� TYPICAL MULLION ARRANGEMENTS ° Q IeiJ W � LL � LL .3 o' $ t O WIDTH (W) wt + w2 2 O NOTE: to O MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED Z: H VERTICALLY OR HORIZONTALLY. o (INTERPOLATION BETWEEN WIDTHS ALLOWED) J a� V Jwn w Jan (n J H C Li a C W _ f , UU I �ZoL r Z bum M. V) = J 3L0 -I J Q V) o' W O C 0 N v THESE MULLIONS CAN ONLY BE USED WITH o -lo- 54' 'SIW' GLAZING PRODUCTS m uo O v O MULLIONS ``577......'' ��`` �� OENS�r I 1 _o o PRODUCT REVISED No. 70592 az complyipg with the Flaidn Buildtg Code p<ceP4-.N. - eo 8,2019 0 Expiatio9 Date drawing no. By s • °!"D"'' C�`�� M07-04 ALL LOADS ARE EXT.(+)DINT.(-). adePodxz �NAL�� tt1fil,7 9h..Q.1of18 DESIGN WAD CAPACITY - PSF (TUBE MULLIONS) DESIGN ]AAD CAPACITY - PSF (TUBE MULLIONS) 1TD�`DOIE DIPS. 4 X 4 2 X 6 2 X 8 2 X 8 8 X 8 B X 8 11IND01T DIPS. 4 X 4 2 X 8 2 X 8 2 X 8 8 X B B X B WIDTH (W) MULL SPAN STD. STD. HEAVY STD. STD. STD. WIDTH (W) MULL SPAN STD. STD. HEAVY STD. STD. STD. 19-1/B" ib.0 130.0 130.0 130.0 130.0 130.0 19-1/8" 170.0 170.0 130.0 130.0 170.0 130.0 26-1/2' ib.0 1b.0 130.0 130.0 130.0 170.0 26-1/2' 130.0 170.0 730.0 130.0 130.0 ,30.0 30' 170.0 130.0 130.0 130.0 130.0 130.0 30' 730.0 1 b.0 1 b.0 130.0 130.0 130.0 37' 130.0 130.0 130.0 130.0 130.0 130.0 J7' 130.0 170.0 1b.0 170.0 130.0 130.0 42• �-}/B" 130.0 130.0 130.0 130.0 130.0 130.0 42' 84, 121.0 130.0 130.0 130.0 1b.0 130.0 48' 130.0 7b.0 130.0 730.0 130.0 130.0 48" 105.9 121.8 130.0 730.0 170.0 130.0 54" 130.0 130.0 130.0 130.0 130.0 130.0 54' 94.1 108.3 130.0 730.0 1b.0 130.0 60• 1}0.0 1b.0 130.0 170.0 1b.0 130.0 60" 84.7 97.4 130.0 130.0 130.0 130.0 gg• 130.0 130.0 130.0 170.0 1b.0 730.0 88' 77.0 88.6 130.0 130.0 130.0 130.0 72 130.0 130.0 130.0 130.0 130.0 130.0 7Y 70.6 81.2 130.0 124.6 130.0 130.0 18-1/8' 130.0 1}0.0 130.0 130.0 130.0 1b.0 19-1/8' 170.0 1b.0 130.0 130.0 130.0 1}0.0 26-t/T' 130.0 130.0 130.0 130.0 ,}0.0 170.0 26-1/2' 728.5 130.0 130.0 130.0 130.0 ,30.0 W. 170.0 130.0 1b.0 130.0 130.0 1b.0 b' 113.5 170.0 130.0 170.0 ,30.0 130.0 37' 170.0 ,70.0 170.0 130.0 130.0 130.0 }7' 92.0 119.6 130.0 170.0 130.0 130.0 42' ,b-5/8, 170.0 130.0 170.0 130.0 130.0 130.0 4T' 96, 81.1 105.3 130.0 130.0 730.0 130.0 4B' 170.0 130.0 170.0 130.0 130.0 1b.0 48' 70.9 92.2 130.0 170.0 130.0 130.0 54• 130.0 ib.0 170.0 130.0 130.0 130.0 54' 63.0 81.9 130.0 125.4 130.0 130.0 60" 130.0 730.0 130.0 130.0 130.0 7b.0 60' 56.7 7},7 ,}0.0 112.9 130.0 730.0 68" 000 130.0 1b.0 170.0 130.0 130.0 130.0 e6' 51.6 67.0 119.0 102.6 130.0 130.0 72" • • ♦50.0 130.0 170.0 770.0 130.0 130.0 72' 47.3 61.4 109.1 94.1 150.0 170.0 jB *30.0 1310 1jQD 130.0 130.0 _I30.0 19-1/8 125.0 730.0 130.0 130.0 130.0 ,b.0 t6 -,/z• b.0 13.0 130.0• ,50.0 1b.0 130.0 26-1/2' 90.2 1b.0 ,30.0 1b.0 ,30.0 ,b.0 • b' • � • • •30.0 130.0 1b.0 130.0 730.0 1}0.0 30• 79.7 115.2 170.0 1711.0 130.0 130.0 J7' b.0 1�.0 130.01 130.0 130.0 130.0 37• 64.6 93.4 130.0 tb.0 130.0 1b.0 {2" 63 1b.0 1 b.s 730.0 130.0 130.0 42' 56.9 82.3 130.0 125.7 130.0 1b.0 708• • �� • • • ,70.0 130.0 13V' 730.0 130.0 130.0 48' 49.8 72.0 127.6 ,70.0 130.0 7b.0 54' • 130.0 1 .' l�.s 130.0 130.0 130.0 S4' 44.3 64.0 113.4 97.8 130.0 1b.0 • g0• • • • • 730.0 1�� 130.0 130.0 130.0 60' 39.9 57.6 102., 88.0 122.9 ib.0 • 68' • • • • 130.0 130.0 730.0 130.0 730.0 170.0 68' 38.2 52.4 92.8 80.0 1,1.8 730.0 72' • •1b.0 -1--V .10. .0 130.0 130.0 130.0 72' 33.2 48.0 85.0 73.3 102.{ 1b.0 19-1/B' • ,30.0 130p• •t Y,.O 170.0 130.0 130.0 19-1/8• 91.1 1b.0 130.0 130.0 130.0 170.0 26-1/2' • E12 .0 130.0 130.0 730.0 130.0 26-1/2' 85.8 104.6 130.0 130.0 130.0 130.0 30' .0 1 130.0 130.0 170.0 b' 58.1 92.4 130.0 130.0 130.0 130.0 37' • • • • ••i•Oj, 730.0 130.0130.0S7'47.1 7{.9 130.0 114.1 170.0 170.042' ••7 .0 130.0 1So.0 150.0 130.0 42'47.5 68.0 116.6 100.5 130.0 1b.0 74-74•120"48• .g113130.0 130.0 130.038.3 57.7 102.0 88.0 123.5 130.0 54' 0 13810 ,30.0 130.0 ib.0 5432.3 57.3 90.7 78.2 109.8 130.0 60' •••• .9 130.0 1b.0 130.0 130.0 60' 29.1 48.2 81.6 70.4 98.8 1b.0 68'4.5130.0130.0 130.0 130.0 66 26.4 4T.0 74.2 64.0 89.8 130.072"5.0 130.0 130.0 130.0 130.0 7T 24.2 38.5 68.0 58.6 82.3 730.0 ,9-1/B' 150.0 130.0 150.0 130.0 150.0 130.0 19-1/e' 68.5 118.7 130.0 130.0 130.0 1b.0 28-1/2• 130.0 130.0 130.0 730.0 ,30.0 130.0 28-1/2' 49.4 84.3 130.0 730.0 130.0 170.0 b' 130.0 130.0 170.0 130.0 170.0 130.0 30" 43.7 74.4 130.0 114.9 130.0 ib.0 37' 130.0 130.0 170.0 130.0 170.0 130.0 37' 35.4 60.3 108.0 93.2 123.7 130.0 42' 78, 170.0 130.0 ,70.0 130.0 130.0 130.0 42' 31.2 53.2 95.1 82.1 108.6 130.0 , 32" 4g' 130.0 130.0 7b.0 130.0 1b.0 130.0 48" 27.3 46.5 83.3 71.8 95.0 130.0 54' 116.6 126.3 , b.0 150.0 1 b.0 130.0 54" 24.3 41.3 74.0 63.8 84.5 130.0 60' 105.0 113.7 170.0 -T300 130.0 130.0 60" 21.8 37.2 86.6 57.4 78.0 730.0 66" 95.4 103.4 1 b.0 , 70.0 1 b.0 130.0 66• - 33.8 80.5 52.2 69.1 r,2O 72" 87.5 94.7 130.0 130.0 1 b.0 130.0 72' - 31.0 55.5 47.9 65.4 19-1/8' 52.7 89.9 130.0 130.0 130.0 26-1/2" 38.1 6{.9 119.2 108.0 170.0 b' 53.6 57.3 105.3 95.4 71.1 37tk' 27346.5 85.4 77.3 95.0 42' 24.0 40.9 75.2 68.1 83.7 21.0 35.8 65.8 59.6 31.8 58.5 53.0 85.1 1b.0 VERTICAL MULLION �� GLAZING PRODUCT 3 GLAZING GLAZING PRODUCE PRODUCE z GLAZING GLAZING 3 PRODUCT PRODUCE � �� GLAZING PRODUCT 3 GLAZING GLAZING PRODUCE PRODUCE U; W A 2 X 2 X 1/S' �� O ALUM ANGLE FLOATING CLIP ^ TYPICAL ANCHORS g Z q gng I PER ANGLE \ TYPICAL ANCHORS 0 y o rc "� 2 PER CLIP o ( O• W idd #14 SMS Q Z� 3 2 PER ANGLE W p` 0 d O ____<( zzzzz O mo C m g MULLIONMULLION O -6 1/2- � Q U � to MAX. MAX. IL 2 G - HOLLOW/FILLED BLOCK HOLLOW/FILLED BLOCK CONCRETE CON Q w m. TRIM LEG N AS REGO. • • • • M ALTERNATE Z • • • • • • Ag1CtOR LOCATION O N • • • ��' 3/8' 3' MIN. cul N • Do • • • • - - MIN. J • • • Ld Q • •• • •• I m !nJ • • •• p I CW l� m • • I W I I I - C�QSQ a • •• •• •• w I D 3ZOIil r • • • •••. a J • • •"1 MULLION (n 0 p r 0 go • •• • •• TYPICAL ANCHORS TYPE 'W2' • 0 0000 • • • • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES w • THRU 1BY BUCKS INTO CONC. OR MASONRY p SEE SHEET 6 FOR ANCHOR CAPACITIES o o N U C 02 O o 02 - u o^ c � �� r,T •' �:'/.0 �i�� of •' IyGEN9yc'••, e � � n PRODUCT REVISFx7 = NO 70592 s �• B as complying with the Florida Building Code v` Acceptance No �I Jan 8 2019` o E Date 0 STATE OF �(/` drawing no. By �como�.•''�� M07-04 '�`SS •.... �� THESE MULLIONS CAN ONLY BE USED WITH ede Product 'SIW GLAZING PRODUCTS ////��ALIIISS sheet 4 of �$ 2x2x 141,NG- ULLION 4 V a 1� 4 SMS FLOATING CUP � O T • 3 TYPICAL ANCHORS Z q / "I 2 PER CUP 2 4 SMS w 2 Q L • 3 N (� ei MUwMULLION r. I/'O./FILLED BLOCK BLOCKNCRETE .UED RUCTURE UCTURE J O m <_ Q W W f TRIM LEG AS REOD. 3" MIN.ALTERNATE N � • • • • ANCHOR LOCATION � m • 3" MIN. Z N • •• •• •• — MIN. 0 O .. ••• •�• —�--I ® i i i i Jwl�jv • • I � I I I ...1>M • • • I p I 1 W • •• •• i i i i j mN�' N 0 p�p N • • • • • • • I W I I ~ = n • • ••• • I 1 I I • • :0000• 0000 ____ z Oom • i • • • �'YLLi• MuwoN < 3 n J • • (n O C 0000•• • • • •lojw� • • • • I 1 O • • • I MUWON • • • 1 FLOATING CUP I I I • • • • • • • .•__ 1 11 TYPICAL ER CLIP w 0000• II Ij 11 11 r II II o p da a as CONC@ETE ' . "Ed.. CONPRETE — a c o mg o g TYPICAL ANCHORS TYPE 'B2'. 'C2'. 'M2' ° 0. U DIRECTLY INTO HOLLOW/FILLED BLOCK tt ttllllll/��'' DIRECTLY INTO CONCRETE INTO METAL STRUCTURES b n SEE SHEET 6 FOR ANCHOR CAPACITIES PRODUCT REVISED (d0.�, as complying with the Florida Building Code • i AccePt-ccData r>a - ••:, Jan 8,2079 E�:pisahan �O STATES �; droWing n0. AtoRtp�.• ' �. M07-04 THESE MULLIONS CAN ONLY BE USED WITH B nkProduct ��SS�QNIAL� 'SIW' GLAZING PRODUCTS ��ttlllllrttt` sheet 5 of18 • • • 6994 • 9999 • 9999 9999 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) IMULL SPAN I W2 B2 I C2 19-1/8" 26-1/2" 30' 37" 42" 48' 54" 60" 66" 38-3/8' 130.0 117.7 130.0 130.0 85.0 130.0 129.1 75.0 130.0 104.7 60.9 130.0 92.2 53.6 119.4 80.7 46.9 104.4 71.7 41.7 92.8 64.5 37.5 83.6 58.7 34.1 76.0 26-1/2- 30" 37" 42" 50-5/8" 48" 54' 60" • • 0••• • 72' 19-1/8 96606 16-1/2" • 30" 6 • 37" 0000 42" 48" • �39 • 54" • • • 60" • L 66" • 72" • 19-1/8' • • • 26-1/2'4 • • •• 30• 37 0009 42" *-A-4`1 '4- 48" 54" 60" 66" DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W2 B2 C2 19-1/8" 26-1/2" 30" 37' 42' 48" 54' gp' 66" 78" 99.6 57.9 129.0 71.9 41.8 93.1 63.5 36.9 82.2 51.5 29.9 66.7 45.4 26.4 58.7 39.7 23.1 51.4 35.3 20.5 45.7 31.8 - 41.1 28.9 - 37.4 2 130.0 130.0 19-1/8- 26-1/2" 30" 37' 42" 48" 54" 60" 66" 1 72" 84" 4 130.0 130.0 9 126.7 130.0 1 102.7 120.1 6 90.5 105.8 6 79.2 92.6 6 70.4 82.3 4 63.3 74.1 9 57.6 57.3 7 2. 61.7 ! 130.0 130.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72' 96' 8 115. 130.0 74 101.0 119.0 .1 -81.5' 96.5 79.0 65.0 E0 74.4 132" 58.9 34.2 76.2 g56.6661.1 37.5 21.8 48.6 .9 17V 114.3 19-1/8- 26-1/2- 30" 37" 42' 48" 54' 60' 1 66' 1 72• 108' 8 1006.4 101.0 4 7 0 81.9 .7 61.7 72.1 .2 54.0 63.1 .5 48.0 56.1 43.2 50.5 39.3 45.9 - 36.0 42.1 ALL LOADS ARE EXT.(+)/INT.(-) NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 4 & 5 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W2 B2 C2 19-1/8" 26-1/2' 30" 37" 42• 4g' 54" 60" 66' 72" 120" 64.8 37.6 83.8 46.7 27.2 60.5 41.3 24.0 53.4 33.5 - 43.3 29.5 - 38.2 25.8 - 33.4 22.9 - 29.7 20.6 - 26.7 - - 24.3 - - 22.3 19-1/8" 26-1/2" W. 37' 42' 48" 54" 60 66• 72" 132" 58.9 34.2 76.2 42.5 24.7 55.0 37.5 21.8 48.6 30.4 - 39.4 26.8 - 34.7 23.5 - 30.4 20.8 - 27.0 - - 24.3 - - 22.1 - - 20.2 19-1/8" 26-1/2" W. 37" 42" 48" 54" 60" 144' 54.0 31.4 69.9 38.9 22.6 50.4 34.4 20.0 44.5 27.9 - 36.1 24.6 - 31.8 21.5 - 27.8 - - 24.7 - - 22.3 MULOON ANCHORS TYPICAL ANCHORS: 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI. Fy=155 KSI) W2: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD W2: THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY B2: DIRECTLY INTO HOLLOW/FILLED BLOCK 1-1/4" MIN. EMBED INTO BLOCK C2: DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) M2: INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Ye - 3000 PSI MIN. C-90 HOLLOW/nLLED NORMAL WEIGHT BLOCK AT JAMBS I'm - 2000 PSI vMUWON ANCHORS W1 W2 MULLION HORIZONTAL MULL104 ANCHORS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE PRODUCT \ARCHANCHOR y\\ M1 ANCHORS -DETAIGLAZING GLAZING PRODUCT PRODUCT TYPICAL MULLION ARRANGEMENTS W1 + W2 WIDTH (W) = 2 PRODUCT REv1SSD m m pl}drt3 wiih :he Florida Building Cede A.v<, tmm ru 19-0131_ THESE MULLIONS CAN ONLY BE USED WITH 'SIW' GLAZING PRODUCTS b rn z z 0 o J Lo v f J LLI JaM m n J ~ � Er r� Jzo Z 0Um r J Cn��v Q 3r'w V) m D rV74. \ • V ERBF •••, c � n 0.70592 S Jan 8,2019 try . I $TATE OF drawing no. �sn.!2oR1D!_•��: M07-04 VERTICAL MULLION Z 3 GLAZING GLAZING PRODUCT PRODUCT vMUWON ANCHORS W1 W2 MULLION HORIZONTAL MULL104 ANCHORS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE PRODUCT \ARCHANCHOR y\\ M1 ANCHORS -DETAIGLAZING GLAZING PRODUCT PRODUCT TYPICAL MULLION ARRANGEMENTS W1 + W2 WIDTH (W) = 2 PRODUCT REv1SSD m m pl}drt3 wiih :he Florida Building Cede A.v<, tmm ru 19-0131_ THESE MULLIONS CAN ONLY BE USED WITH 'SIW' GLAZING PRODUCTS b rn z z 0 o J Lo v f J LLI JaM m n J ~ � Er r� Jzo Z 0Um r J Cn��v Q 3r'w V) m D rV74. \ • V ERBF •••, c � n 0.70592 S Jan 8,2019 try . I $TATE OF drawing no. �sn.!2oR1D!_•��: M07-04 2 X 2 X 1/8' Y ALUM ANGLE TYPICAL ANCHORS 0 2 PER ANGLE 3 0 N Z-too ALTERNATE • #14 SMS • ANCHOR Loanoe 2 PER ANGLE UWON 1/2 MAX. I TYPICAL ANCHORS TYPE 'W4-2' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 18Y BUCKS INTO CONC. OR MASONRY SEE SHEET 10 FOR ANCHOR CAPACITIES BLOCK PRODUCT REVtS5D . comgiyivg with ux Flo id - Bu d-g chBund-g Code AcceLN.eace No E ira!ion Date THESE MULLIONS CAN ONLY BE USED WITH By N•liaui ade Pr uct o 'SIW GLAZING PRODUCTS i 0 0 0 0 b • z Z q On W Q g i d'o �0 0 $ WN 0Gmm r arca 8 0 400 .yq1 0NN¢ID O n 4 W m 4 m V. ? 0 f Q 5 ME W 1 ENy�'•., � c n No. 70592 Jan 8,2019` STATE OF <!/` drawing no. M07-04 TRIM LEG AS RE00. • • ,• N Z-too ALTERNATE • • • • • ANCHOR Loanoe • 1`1 1 • • •• 0*00 • • • •MNL •• • 0000000• 00000. I TYPICAL ANCHORS TYPE 'W4-2' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 18Y BUCKS INTO CONC. OR MASONRY SEE SHEET 10 FOR ANCHOR CAPACITIES BLOCK PRODUCT REVtS5D . comgiyivg with ux Flo id - Bu d-g chBund-g Code AcceLN.eace No E ira!ion Date THESE MULLIONS CAN ONLY BE USED WITH By N•liaui ade Pr uct o 'SIW GLAZING PRODUCTS i 0 0 0 0 b • z Z q On W Q g i d'o �0 0 $ WN 0Gmm r arca 8 0 400 .yq1 0NN¢ID O n 4 W m 4 m V. ? 0 f Q 5 ME W 1 ENy�'•., � c n No. 70592 Jan 8,2019` STATE OF <!/` drawing no. M07-04 1/2' 7" MIN 2 X 2 % ALUM TYPICAL ANCHI 2 PER AN /14 SMS 2 PER ANGLE 1/2' MAX. .o"/FILLED BLOCK CONCRETE i MGTAL, STRUCTURE k 3' MIN. MIN. FLOATING CLIP TYPICAL ANCHORS 4 PER CUP 0 MULLION 1/2' L11611111 I i I TYPICAL ANCHORS TYPE 'B4-2'. 'C4-2'. 'M4-2' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 10 FOR ANCHOR CAPACITIES BLOCK PRODUCT RE V IS6D complying -ah the Florida S!kiidmg Cod' e ePlatce No I ' M� % E, aIt Cate THESE MULLIONS CAN ONLY BE USED WITH B/ f+liea;i nde Frodtcl Cmltr 'SIW' GLAZING PRODUCTS U3 o r 0 O� quo F� i�3 Ito '16 L` d°rc� 8 p�cp.l Z m N Z O N N J O D �j v w J Q n ri m (n J F 0�= w U QUQ 1 Z O r OUm f V1 } � Q N V)rno � NS�i F �''. I o TRIM LEG 0 — . ASRE00. h ' = \ 3' MIN. 40.70592 ALTERNATE ANCHOR LOCATKIN� ,"201 Lan M07-04 .11�````�� sheet $ of 18 N • • I 'Ad • � • ______L..�.. • MULLION so • • • •••• • • •0060 • k 3' MIN. MIN. FLOATING CLIP TYPICAL ANCHORS 4 PER CUP 0 MULLION 1/2' L11611111 I i I TYPICAL ANCHORS TYPE 'B4-2'. 'C4-2'. 'M4-2' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 10 FOR ANCHOR CAPACITIES BLOCK PRODUCT RE V IS6D complying -ah the Florida S!kiidmg Cod' e ePlatce No I ' M� % E, aIt Cate THESE MULLIONS CAN ONLY BE USED WITH B/ f+liea;i nde Frodtcl Cmltr 'SIW' GLAZING PRODUCTS U3 o r 0 O� quo F� i�3 Ito '16 L` d°rc� 8 p�cp.l Z m N Z O N N J O D �j v w J Q n ri m (n J F 0�= w U QUQ 1 Z O r OUm f V1 } � Q N V)rno � NS�i F �''. I o 1 0 — . b h 40.70592 ,"201 Lan M07-04 .11�````�� sheet $ of 18 ; 2 x 2 x 1/8 U 4 w ALUM ANGLE I TYPICAL ANCHORS 2 PER ANGLE o MIN. 0 4 SMS 2 PER ANGLE _ F Z C ` G 2 ___________ IL 0 'aN O 04co� 0 JoJ a 7 LL b wit, � Z _ 0 j Q W All W f F 0 MULLION FC/FILLED 1/2' MAX r • • • • BLOCK Z e • • • i • • • • TE STRUCTURE 0 N O i • • • • -1 -j v • i' • • TRIM LEG • ••••.• AS REOD. LLJ m 0 J 4 W toN tL H 04 • \ i • • • • fj IN. ALTERNATE 2 ~ O L,,, = n • • • • • ANCHOR LOCATION •f •••• f 4. U U I • • •• • Z Cc)GO • ------------- • • I to Q v ••• • Z •••• I ♦ I •• • •• + gC z rv� ~ o 0 3 MULLION cWi W v dooao 6.= 000 TYPICAL ANCHORS TYPE 'B4-2'. 'C4-2'. 'M4-2' '0 "- DIRECTLY INTO HOLLOW/FILLED BLOCK 0 DIRECTLY INTO CONCRETE \\\1t Ill11/TT�� INTO METAL STRUCTURESOCIEM SEE SHEET 10 FOR ANCHOR CAPACITIES o n PRODUCT REVISED -s I—plyiN with Fl = No. 70582 �_ c the rid. Dui Cding Cade ne; ptwn N;D - J ; �q Jan 8,2018 �; O EViwien Dau �® STATE OF •�1(/` Atomo"••' Browing no. THESE MULLIONS CAN ONLY BE USED WITH By�iy �� ` M07-04 'SIW' GLAZING PRODUCTS Ptotbet `� sheet g of 18 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE DESIGN LOAD CAPACITY - PSR WINDOW DIMS. CHORS TYPE DESIGN LOAD CAPACITY - PSF OW DIMS. I ANCHORS TYPE 19-1/8" 26-1/2 30' 37" 42"-3/8. 48' 54' 60• 66' 72' Ui 130.0 130.0 130.0 130.0 19-1/8- 26-1/2 30" 37" 42' 48" 54" 60' 66' 72' 76, "U.0 130.0 Sus 65.2 1ou.0 124.3 130.0 -vim 26-1/2' 30' 37" 42' 48' 54" 60" 66' 72" 120, 93.5 42.4 80.8 _ 130.0 130.0 130.0 130.0 130.0 130.0 117.1 130.0 130.0 127.0 57.6 109.8 130.0 82.6 37.4 71.4 195,11, 130.0 94.9 130.0 130.0 103.0 46.7 89.0 130.0 66.9 30.4 57.9 1 130.0 83.6 130.0 130.0 90.7 41.1 76.4 130.0 59.0 26.7 51.0 89.3 130.0 73.2 130.0 130.0 79.4 36.0 68.6 120.2 51.6 23.4 44.6 78.1 130.0 65.0 124.0 130.0 70.6 32.0 61.0 106.8 45.9 20.8 39.6 69.4 129.1 58.5 111.6 130.0 63.5 28.8 54.9 96.1 41.3 - 35.7 62.5 117.3 53.2 101.4 130.0 57.7 26.2 49.9 87.4 37.5 - INTO WOOD STRUCTURE = 1" MIN. 107.6 48.8 93.0 130.0 52.9 24.0 45.7 80.1 34.4 - 52.1 19-1/8' 26-1/2' 30' 37• 42" 48"122.3 54" 1• • 66" • 72" 50-5/8" ! • • • • • • 130.0 130.0 130.0 130.0 19-1/8" 26-1/2' 30' 37" y� 48' 54' 60' 66' 72' WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 130.0 83.9 130.0 130.0 19-1/8' 26-1/2" 30• 37" 42" 48" 54" 60" 66" 72" 132" 117.7 53.4130.0 130.0 100.5 130.0 130.0 130.0 60.5 115.4 130.0 J32.456.8 85.0 38.5126.6 0w m n 130.0 88.7 130.0 130.0 117.9 53.5 101.9 130.0 75.1 34.0113.6 130.0 72.0 130.0 130.0 95.6 43.4 82.7 130.0 60.9 27.692.1 7 130.0 63.4 120.8 130.0 38.2 72.8 127.5 53.6 24.381.1 3�W v 55.5 105.7 130.0 73.7 33.4 63.7 111.6 46.9 21.371.0 108.7 49.3 94.0 130.0 65.5 29.7 56.6 99.2 41.7 - 36.0 63.1 97.8 44.4 64.6 130.0 59.0 26.7 51.0 89.3 37.5 - 32.4 56.8 89.0 40.3 76.9 130.0 53.6 24.3 46.3 81.1 34.1 - 29.5 51.6 81.5 .0 123.4 49.1 22.3 42.5 74.4 31.3 - 27.0 47.3 19-1/8" 28-1/2" 30' 37" 42"• 48" 54" 60' ; 66' 72" • • • • 4 • •••• • .6J7. • o • • • • 0 130.0 1119 130.• 130.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60' 66' 72' 56, 130.0 73.4 130.0 130.0 19-1/8" 26-1/2' 30' 37' 42' 48" 54" 60" 66" 144' 107.9 48.9 93.3 130.0 130.0 i0.7 130Q 130.0 116.8 53.0 101.0 130.0 77.9 35.3 67.3 117.9 130.0 911.38 1300 130.0 127.5 57.8 1 . 130.0 103.2 46.8 89.2 130.0 68.8 31.2 59.5 104.1 83.7 37.9 72.3 126.6 55.8 25.3 48.2 84.4 112.3 5� W! 130.0 73.7 33.4 63.7 111.6 49.1 22.3 42.5 74.4 -98*3 130.0 64.5 29.3 55.6 97.6 43.0 - 37.2 65.1 87.4 39.6 75.5 130.0 78.6 e3 . 119.0 57.3 26.0 49.6 86.8 38.2 - 33.0 57.9 51.6 23.4 44.6 78.1 34.4 - 29.7 52.1 71.5 31.E 01.8 108.2 46.9 21.3 40.5 71.0 31.3 - 27.0 47.3 65.5 013.0 .5IL6 99.2 43.0 1 - 37.2 65.1 ANC ONN GLAZING PRODUCT 1t �MU-- VERTICAL MUWON GLAZING PRODUCT ANCHORS _ _ 19-1/8" 26-1/2e 30' 37" g 42" 48' 60" 66' 0 00 b 0 0 g • 0 • • �4•}f'4' 4 130.0 944 130.0 130.0 19-1/8" 26-1/2" 30' 37' 42' 48' 54' 60'45.9 66' 72' 108' 130.0 65.3 124.4 130.0 130.0 W.0 130.0 130.0 103.8 47.1 89.8 130.0 130.0 960.5 0 015.3 130.0 91.7 41.6 79.3 130.0 108.2 9 .5 130.0 74.4 33.7 64.3 112.6 95.3 43.2 82.4 130.0 65.5 29.7 56.6 99.2 83.4 37.8 57.3 26.0 49.6 86.854" 74.1 33.6 51.0 23.1 44.0 77.1 A72.1126.2 66.7 30.3 20.8 39.6 69.4 7 27.5 41.7 - 36.0 63.172" 55.6 25.2 38.2 - 33.0 57.9 ALL LOADS ARE EXT.(+)/INT.(-).I NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 7 THRU 9 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 177 KSI, Fy=155 KSI) W4-2: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Ui N a 0 t: 0 Z 1-1/2" MIN. PENETRATION INTO WOOD 0 q o W4-2: THRU 18Y BUCKS INTO CONIC. OR MASONRY Q i ? MULLION SPAN 1-1/4- MIN EMBED INTO CONIC. OR MASONRY O' O ANCHORS 84-2: DIRECTLY INTO HOLLOW/FILLED BLOCK a 1-1/4- MIN. EMBED INTO BLOCK 0 N " C4-2: DIRECTLY INTO CONCRETE V ° .n4 1-1/2' MIN. EMBED INTO CONCRETE dg9� 8 0noo 1/4- DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) 0 iI M4-2: INTO METAL STRUCTURES Q In 1 ALUMINUM/81/8KTHKNMIN. (6 63 5MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. N INTO METAL STRUCTURE = 3/4" MIN. z p o r ANCHORS CL TO CL DISTANCE - 2" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. i Lj CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. J > C-90 HOLLOW/nLLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. m 91N� H 0w m n f UU 70 H Z QUm 7 NVQ a < 3�W v MULLION HORIZONTAL MULLION (n OO p r ANCHORS ��GIAZING PRODUCT ANCHOR 3 aL /1 GLAZING GLAZING PRODUCT PRODUCT MULLION SPAN ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE WIDTH (W) = wt + w2 PRODUCTREVISED 2 a=, c lyia3 with the Florida Suiidmg, cod^ A.c re cc No lexoimtian Date THESE MULLIONS CAN ONLY BE USED WITH 'SIW' GLAZING PRODUCTS 511- AHS N • • GENBt'•. o n .70592 "• 1i 5 Jan 8,2019�� STATE OF <(/` drawing no. w 3 C �.UWON c 0 - H n a a ANCHORS a WIDTH (W) = wt + w2 PRODUCTREVISED 2 a=, c lyia3 with the Florida Suiidmg, cod^ A.c re cc No lexoimtian Date THESE MULLIONS CAN ONLY BE USED WITH 'SIW' GLAZING PRODUCTS 511- AHS N • • GENBt'•. o n .70592 "• 1i 5 Jan 8,2019�� STATE OF <(/` drawing no. u; U U 2X2X 1GLE ALUM ANGLE as p 0 0 TYPICAL ANCHORS O FLOATING CLIP Z q i /�' 3• MIN. 2 PER ANGLE ; _ MIN. TYP. p m i 3• MIN. o W /14 SMS p�j TYP TYPICAL ANCHORS f Z 4 PER CUP 0. s b 2 PER ANGLE 1. ----- -----r----- i = w s � � M \ O ata ® aW3LLm MU MUWot ON / :L Z / 1 Y HOLLOW/FILLED BLOCK 1/2• HOLL%FlLLED BLOCK Q W Obi f MAX. CONCRETE MAX. CONCRETE O N N V •I Z ~ O N J � 6 3 5/8• MIN. 3• IN. LU JQn N _2 ----------- -----_ DJ •y J 7 I F c U) LL �n QIr:If a I Z D U 01 N -j E/) N Z Z J �F I iZ 1 I I Q fn�p r L=k ••• •• 0 ------------_ I Ll I E; L E; I j� Y • • 00000 • • • • MULL I •• ON MULLION w wc • • • o i $ o •• •••• ••• •• • • • • • • • • 000000 TYPICAL ANCHORS TYPE `W4-3' • • • • 000* INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o o o R • • • • • • • • THRU 1 BY BUCKS INTO CONC. OR MASONRY q •• • m C v o w o c+ • • • • • • • • • SEE SHEET 14 FOR ANCHOR CAPACITIES • • • `71 1111111//// •• •••• ••• ) ucBNgF •''O = o • • o n • • • •t PR011UCT REVISED _ NO. 70592 �_ a x complying with the Florida £.4" ..;cdJ�aD{`18.,2G;0`1\`9drSTATE OF THESE -04 ONLY BE USED WITH SM' GLAZING PRODUCTSErNo4 pwiing o no. sheet 1 1 of 8 V UIN 2 X 2 X1/8' ALUM ANGLE -P7 TYPICAL ANCHORS FLOATING CUP 2 PER ANGLE x!14 SMS n � 3'MIN. TYPICAL 6 PERC CLP 2 PER ANGLE ------- - --------------------- i •• •••• •• •• •• •••• •••••• -- - •• •• --------------------- ____\\ \t===== ILLION MULUON MAX • ••00 • •••••• L. -BLOCK N�/FlLLED BLOCK OW1 TYPICAL ANCHORS TYPE 'B4 -3'.,-.'C4-3' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE SEE SHEET 14 FOR ANCHOR CAPACITIES THESE MULLIONS CAN ONLY BE USED WITH 'SIW GLAZING PRODUCTS PP.ODUCT RFVISBD as —piying,vilh lie Florida Gai!dmg rode Acr2p7$tce No Ep—tion Dare y �U 3 n O IY J �`fOVO O G'n ^� Co ° °` 8 w92�1 4 W,It IL W p; Z M i Q W :: jjjj m V) 0 N J 0 � JwM Ld J Q r7 m J ~ 0 M r+00 Z 6Om r 60m m � NNS 3�1J Arno � E{7Ngn8F,2 .0• 19 �ii .70592 13J a - �n — 0 drawing no. S ,��rrs�®A1411. ��\ sheet 12 of 18 2 (L F n •• •••• •• •• •• •••• •••••• •• •• •• •••• •• • ••00 • •••••• • • • • • • a•• 0000 TYPICAL ANCHORS TYPE 'B4 -3'.,-.'C4-3' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE SEE SHEET 14 FOR ANCHOR CAPACITIES THESE MULLIONS CAN ONLY BE USED WITH 'SIW GLAZING PRODUCTS PP.ODUCT RFVISBD as —piying,vilh lie Florida Gai!dmg rode Acr2p7$tce No Ep—tion Dare y �U 3 n O IY J �`fOVO O G'n ^� Co ° °` 8 w92�1 4 W,It IL W p; Z M i Q W :: jjjj m V) 0 N J 0 � JwM Ld J Q r7 m J ~ 0 M r+00 Z 6Om r 60m m � NNS 3�1J Arno � E{7Ngn8F,2 .0• 19 �ii .70592 13J a - �n — 0 drawing no. S ,��rrs�®A1411. ��\ sheet 12 of 18 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. I ANCHORS TYPE 19-1/8' 26-1/2' 30" 37" 42" 48" 54' 60" 66" 72" 19-1/8- 26-1/2' W. 37' 42" 48" 54' 60" 66" 72" 19-1/8' 26-1/2' 30' 37' 42' 48' 14- 60' 66" 3B-3/8- 50-5/8" DESIGN LOAD CAPACITY - PSF WINDOW DIMS. I ANCHORS TYPE NIDTH (W) MULL SPAN W4-3 1314-3 C4- 19-1/8" 26-1/2" 30" 37" 42' 48" 54" 663.5 66' 72" 78' 130.0 115.8 130. 130.0 83.6 130. 127.0 73.8 130. 103.0 59.9 130. 90.7 52.7 117. 79.4 46.2 102. 70.6 41.0 1 91: 36.9 82.: 57.7 33.6 74.: 52.9 30.8 68.: 19-1/8" 26-1/2" W. 37' 42" 48" 54' 60' 66' 84" 130.0 107.6 130. 130.0 77.6 130. 117.9 68.6 130. 95.6 55.6 123. 84.2 49.0 109. 73.7 42.9 95., 65.5 38.1 84.1 59.0 34.3 76.: 53.6 31.2 69.1 DESIGN LOAD CAPACITY - PSF W4-3: W4-3: 84-3: C4-3: TYPICAL ANCHORS: 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI. Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO HOLLOW/FILLED BLOCK 1-1/4" MIN. EMBED INTO BLOCK DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. ANCHORS CL TO CL DISTANCE = 3" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm 2000 Ps MIN. WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W4-3 B4-3 C4-3 19-1/8' 26-1/2" 30" 37' 42'59.0 be" 54" 60' 66" 72" 120" 129.5 75.3 130.0 93.5 54.3 121.0 82.6 48.0 106.9 66.9 38.9 86.7 34.3 76.3 St.s 30.0 66.6 45.9 26.7 59.4 41.3 24.0 53.4 37.5 21.8 48.6 34.4 20.0 44.5 19-1/8" 26-1/2' 3p" 37" 42" 48" 54" 60" 66' 132" 117.7 68.4 130.0 85.0 49.4 110.0 75.1 43.6 97.2 60.9 35.4 78.8 53.6 31.2 69.4 27.3 60.7 24.2 54.0 21.11 48.6 N341- 44.2 63" 130.0 130.0 1 130.0 1 19-1/8" 26-1/2' 30" 37" 42' 48" 54" 60' 66" 72" 96' 130.0 94.1 1 130.0 116.8 67.9 130.0 19-1/8" 26-1/2" 30- 37" 42' 48" 54" 60' 66" 144" 130.0 103.5 130.0 130.0 91.4 130.0 103.2 60.0 130.0 127.5 74.1 130.0 83.7 48.6 108.3 112.3 65.3 130.0 73.7 42.9 95.4 98.3 57.1 127.2 64.5 37.5 83.5 87.4 50.8 113.1 57.3 33.3 74.2 78.6 45.7 101.8 51.6 30.0 66.8 71.5 41.6 1 92.5 46.9 27.3 60.7 65.5 38.1 84.8 1 43.0 25.0 1 55.7 608.2 62. 30.0 74.4 19-1/8" 0 0 • 130.0 121.7 130.0 19-1/8 VERTICAL 130.0 83.7 1 130.0 26-1/2' • 0 630.0 87.8 130.0 26-1/2" GLAZING PRODUCT 103.8 60.4 130.0 • :30' • • 30" *30.0 77.4111 1316.• 91.7 53.3 118.8 608.2 62. 30.0 74.4 43.2 96.3 •37' 37" 42" %5.3 55.4 123.4 42" 65.5 38.1 84.8 • 48' 74.1/4" 48" 108" 83.4 08.0 57.3 33.3 74.2 74.1 43A • 09•.0 51.0 29.6 66.0 54' • 54' 66.7 38.8 86. 45.9 26.7 59.4 • 60" 0004 60' • 66" • %0.7 35!13 X.5 66" 41.7 24.2 54.0 38.2 22.2 49.5 72" 000 55.6 32.3 72'00 • • • ALL L%D� ,A:F EXT.(+)/INT.(-). •• • • •• •••••• • • TE. • ANY ANCHOC CORM41 N SHOWN HEREIN MAY COVER LOCATIONS • • • • •AF HEAD, SILK R J B ENDS. • SEIP SHEETS 11 THRU 13 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) MULLION %ANCHORS �MULLION ANCHORS W1 W2 MUWON HORIZONTAL MULUON ANCHORS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE MULLION N ANCHORS 3 N �'GLA2ING ' PRODUCT AN- VERTICAL GLAZING GLAZING MULLION Z 0 MULUON SPAN GLAZING PRODUCT GLAZING PRODUCT 3 �MULLION ANCHORS W1 W2 MUWON HORIZONTAL MULUON ANCHORS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE MULLION N ANCHORS 3 N �'GLA2ING ' PRODUCT AN- DET/1 GLAZING GLAZING PRODUCT PRODUCT MULUON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = W1 + W2 2 THESE MULLIONS CAN ONLY BE USED WITH 'SIW' GLAZING PRODUCTS P20t:UCT i2F1'tSSC cs -Plyiog �rs'n the Florida i3aiidin¢ Cain AL -741«' 3o 1. 134=mpnDa" m N v O N _ J 0 - 6 a JUln w Jan CO 0� l n Cuj ~ Off= a Z3Ow n O0m �a8!s Q �'-nw J a, O �� •., s o • n � . 70592 s �, Jan8.-- Q STATE drawing no. 3/8' 2 1/2' MIN. AS REOD. 2x2 % 1/8' ALUM ANGLE FLOATING CDP TYPICAL ANCHORS 3 PER ANGLE i14 SMS n 7 2 1/ MIN. TYPICAL ANCHORS 3 PER ANGLE 6 JCIIP� ---------------- ------------ ILLION MULUON 1/2' MAX CONCf1ETEFL-UCTURE METAL STRUCTURE 3/8' 3' MIN. MIN. I I I I TYPICAL ANCHORS TYPE 'C6'. 'M6' DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 17 FOR ANCHOR CAPACITIES PRODUCT REY'iS5D as—.1yiag v,ivh Cie Florid, B.ilding Codo Accept_i b .14 'Qi j 2iratioa Z%w THESE MULLIONS CAN ONLY BE USED WITH By 'SIW' GLAZING PRODUCTS Mi®n Dad_ Product a o' O 0 q qg^ 0 � N 7 e6f ff�GG7 ry N ° oaoog o O W Q W 7 LL b LLz02 J i e < W Q W M f t u b W (n I Z r O N J 0 VEL � a i J uj Ld JQn m of N F w 0 m ma= 7 Z. Z o00m N 2 V vi Q N Q3�rno.J� A Al, _o • VGEN,gF •,•, o � � N0.70592ji n a S 2019 Jana u STATE OF •�� drawingo no. LLt��`` sheet 15 of 18 00 2x2 % 1/8' ALUM ANGLE FLOATING CDP TYPICAL ANCHORS 3 PER ANGLE i14 SMS n 7 2 1/ MIN. TYPICAL ANCHORS 3 PER ANGLE 6 JCIIP� ---------------- ------------ ILLION MULUON 1/2' MAX CONCf1ETEFL-UCTURE METAL STRUCTURE 3/8' 3' MIN. MIN. I I I I TYPICAL ANCHORS TYPE 'C6'. 'M6' DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 17 FOR ANCHOR CAPACITIES PRODUCT REY'iS5D as—.1yiag v,ivh Cie Florid, B.ilding Codo Accept_i b .14 'Qi j 2iratioa Z%w THESE MULLIONS CAN ONLY BE USED WITH By 'SIW' GLAZING PRODUCTS Mi®n Dad_ Product a o' O 0 q qg^ 0 � N 7 e6f ff�GG7 ry N ° oaoog o O W Q W 7 LL b LLz02 J i e < W Q W M f t u b W (n I Z r O N J 0 VEL � a i J uj Ld JQn m of N F w 0 m ma= 7 Z. Z o00m N 2 V vi Q N Q3�rno.J� A Al, _o • VGEN,gF •,•, o � � N0.70592ji n a S 2019 Jana u STATE OF •�� drawingo no. LLt��`` sheet 15 of 18 V ; 2x2x 1/a' N ALUM AN A• �Y o I 3/8' 2 1/2- MIN. MIN. TlP. TYPICAL ANCHORS 3 PER ANGLE O n O 014 SMS 3 PER ANGLE _ o 6 O G�^+ , G&008 OoCi10 JoJ QW LL b LLZa_� t us Q W al f �tYy F 0 -- - V Z N 0 N +® ®+ MULLION- 1/2- J 7 O z 0 N v J M MAX. Ld CONCRETE STRUCTURE LU m Q to TRIM LEG Z. F C o wY AS REDO. O = n O �+ C7 U ZDOLS _ N 0 m (n Q N a TYPICAL ANCHORS TYPE 'C6'. 'M6' V) W J Nmm •iii DIRECTLY INTO CONCRETE 0 i • • • •• • INTO METAL STRUCTURES • i• •• • • SWiSHEE: 17 FOR ANCHOR CAPACITIES*90 G m •ilii• • •ilii• • • VuCsVCa •iii • •• •i N� •0 • • • iii• • • •ilii• $? = U • • • • • iii• 4 00 g O • • i•• i i• d C U o i • • •• i i i •••iii • i •• • ii \\\\.1 .. p!ry/'�� ' V-Vq�p/' n o - • • •i•• i • to � � • • i • PRODUCT REVISED ffizku - S s—plyi% with the Bc C'oue A vpta¢ec�ie -D! 1 ', C ;p ._ Jan8,201916 !(/; Ex - Dat• ® STATE OF '. drawing no. FT.ESSIW'EG M.lU CAN BE USED WITH .4,5u ��ss/®{d��\��G\\ M07-04 t oduc[ I SPRODUCTS sheet 6of1$ DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DINS. JANCHORS TYPE WIDTH (W) MULL SPAN CB MB WIDTH (W) MULL SPAN CB 1 MB WIDTH (W) MULL SPANI C6 1. M6 19-1/8" 830.0 130.0 130.0 130.0 19-1/8' 120.2 130.0 130.0 19-1/8" 130.0 130.0 26-1/2' 130.0 130.0 26-1/2' 130.0 130.0 26-1/2" 130.0 130.0 30" 130.0 130.0 30" 130.0 130.0 30" 130.0 130.0 37" 130.0 130.0 37" 130.0 130.0 37' 108.6 130.0 42" 38-3/8" 130.0 130.0 42" 78' 130.0P120.2 42" 120' 95.7 130.0 4g^ 130.0 130.0 48" 126.8 48 83.7 117.2 54' 130.0 130.0 54" 114.5 54" 74.4 104.1 60^ 130.0 130.0 60" 103.0 60' 67.0 93.7 66" 130.0 130.0 66" 93.7 66' 60.9 85.2 72" 130.0 130.0 72' 85.8 72' 55.8 78.130.0 130.0 19-1/8" 19-1/8" 130.0 130.0 26-1/2" 130.0 130.0 26-1/2" 130.0 26-1/2" 130.0 130.0 30" 130.0 130.0 30" 130.0 30" 121.7 130.0 37" 130.0 130.0 37' [130.0 130.0 37" 98.7 1X).0 42" /130.0 50-5 8' 130.0 42' 84" 130.0 42" 132" 87.0 121.7 48" 1X1.0 130.0 48" 130.0 48' 76.1 106.5 54" 130.0 130.0 54' 130.0 54" 67.6 94.7 60" 130.0 130.0 60' 95.7 130.0 60" 60.9 85.2 66" 130.0 130.0 66" 87.0 121.7 66' 55.3 77.5 72' 130.0 130.0 72' 79.7 111.6 72" 50.7 71.0 19-1/8" 130.0 130.0 19-1/8' 130.0 130.0 19-1/8 130.0 130.(' 26-1/2" 130.0 130.0 26-1/2' 130.0 130.0 26-1/2' 126.3 130.1 30" 130.0 130.0 30' 130.0 130.0 30' 111.6 130.1 37" 130.0 130.0 37" 130.0 130.0 37" 90.5 126.1 42"130.0 130.0 1 42" 119.6 130.0 42" 79.7 111.1 ' 48' 63" 130.0 130.0 48" 96" 104.6 130.0 48' 144 89.6 97.E 54" 130.0 130.0 54" 93.0 130.0 54" 62.0 86.E 1275 1300 60" 83.7 117.2 60" 55.8 78.1 60 66" 72" 115.9 130.0 66" 72' ETNL I{t 76.1 106.5 66- PRODUCT 106.3 130.0 69.8 97.6 19-1/8" 26-1/2' 0 30' 0 37" • 42• 48" 54" • 60" 066" • • • • • • • ****4 74►1/4" 6 •••• ••••98.4 130.0 130.0 19-1/8" 26-1/2' 0 480" 3r 42' 48' • •6•" 066" :: 6' 108' 130.0 130.0 630.0 130.0 130.0 130.0 830.0 131!0 4130.0 1 130.0 130.0 120.6 130.0 830.0 130.0 106.3 130.0 130.0 93.0 130.0 120.2 82.7 115.7 1130.0 108.2 74.4 104.1 167.6 94.7 72" 90.2 1286.8 •• •• 0000 • • ALL• LOADS AE3E• (+)/INT.(-). • • 0000•• • • • A�JyI�p� • 6Y ANCHOe CQQ N SHOWN HEREIN MAY COVER LOCATIONS • • • OAIT HEAD, SILI6 bR J B ENDS. • SEG SHEETS 15 & 16 FOR ANCHOR DETAILS. 0066 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) TYPICAL ANCHORS: ,1/4" DLA. ULTRACON BY 'ELCO(Fu=177 KSI, Fy=155 KSI) C6: DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE /4" DLA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRs) M6: INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE = 2-1/2" MIN. INTO METAL STRUCTURE = 3/4" MIN. ANCHORS CL TO CL DISTANCE = 2-1/2" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'C = 3000 PSI MIN. MULLION ANCHORS MULLION 7AMNCHDRS HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING PRODUCT �ANCMOR ETNL I{t GLAZING GLAZING PRODUCT PRODUCT MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = Wt + W2 2 y\ 3 `MULUON N ANCHORS 3 PRODUCT REVISC&D . c-plyigg with the Flrnide 8.ildmg Cad. y� °eoePlznu;Jo EdrJ'aat.t�_?.2 x Ya.n Dune By THESE MULLIONS CAN ONLY BE USED WITH Ade Produ.t 'SIW' GLAZING PRODUCTS 0 q q S 6 C00¢�+8 0 n 0 o eey�pp 0 v4yp ry LL zU)- m J �mE Q IS:E Nm V) Y Z n p o N Z) C3 Jw po W JQt'1 m D; v) N H �W :I Z U 7Um N Z O U m 2 V) } = J n a 3I,w (/) ', C3 i C U 1 _ NsF%'��, I o 40.70592 Jan 8,2019 = STATE OF adrOwing no. Ftolno!._�G��; M07-04 If 14 S.M.S. 2/ CHANNEL BE MULLION SEE CHART 'M2A' #14 F.H. S.M.S. 2/ SIDE 1/8' THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION -TUBE MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY #14 FH SMS 2 PER CUP SEE CHART 'M2A' DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS.[ANCHORS TYP WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN M2A M3A MOTH (W) MULL SPAN M2A M3A WIDTH (W) MULL SPAN M2A M3A 19-1/8' 130.0 130.0 19-1/8" 130.0 130.0 19-1/8" 98.0 130.0 26-1/2" 26-1/2" 26-1/2' 70.7 106.1 130.0 130.0 108.8 130.0 130.0 130.0 96.1 130.0 82.5 93.7 30" W. 30" 130.0 130.0 77.9 115.!37" 50.7 76.0 37" 37' 130.0 130.0 68.7 103.0 44.6 66.9 42" 48" 38-3/8' 42" 48" 78, 42" 48" 120, 122.1 130.0 60.1 90.1 39.1 58.6 130.0 53.4 80.1 34.7 52.1 54" 54' 54" 130.0 48.1 72.1 6p' 60' 60"66' 130.0 43.7 65.5 86' 66"72" F97.7 122.1 40.1 60.1 72" 72" 19-1/8" 130.0 19-1/8" 130.0 130.0 19-1/8" B9.1 130.0 26-1/2" 26-t/2' 26-1/2" 64.3 96.5 130.0 101.0 130.0 130.0 89.3 130.0 56.8 85.2 30" 30' 30" 120.1 130.0 72.4 108.6 46.1 69.1 37" 37" 37" 105.8 130.0 63.8 95.6 40.6 60.9 42" 48' 50-5/8' 42" 48" 84, 42" 48' 132" 92.6 130.0 55.8 83.7 35.5 53.3 82.3 123.4 49.6 74.4 31.6 47.3 54" 54" 54" 74.1 111.1 44.6 66.9 28.4 42.6 60' 60" 60" 67.3 101.0 40.6 60.9 25.8 38.7 66" 66" 66' 61.7 92.6 37.2 55.8 23.7 35.5 72" 72' 1 72" 19-1/8" 130.0 130.0 19-1/8' 122.5 130.0 19-1/8" 81.7 122.5 26-1/2" 130.0 130.0 26-1/2" 88.4 130.0 26-1/2' 58.9 88.4 30" 119.0 130.0 30" 78.1 117.2 30' 52.1 78.1 37' 96.5 130.0 37" 63.3 95.0 37" 42.2 63.3 42'85.0 48" 63' 74.4 127.5 111.6 42" 96, 48" 55.8 48.8 83.7 73.2 42" 144" 48" 37.2 32.5 55.8 48.8 54" 66.1 99.2 54" 43.4 65.1 54" 28.9 43.4 60" 59.5 89.3 60" 39.1 58.6 60" 28.0 39.1 66" 54.1 81.7 1 66" 35.5 53.3 66" 123.7 35.5 72" 49.6 74.4 1 72' 32.5 48.8 19-1/8" **Go 130.0 130.0 1 19-1/8" 108.9 130.0 &6-1/2" elle 30" • • • • 1114.3 101.0 130.0 1 1 .0 26-1/2' • *39, 78.6 69.4 117.9 104.1 • 37' t • 42" 48" • t••• 7t-1/4- • 81.9 72.1 63.1 56.1 122.6 1 .2 9.7 3i' 4�" 108, 40' •�' 56.3 49.6 43.4 38.6 84.4 74.4 65.1 57.9 150.5 1 L�72 • • 45.9 42.1 • 75.i 63.1 • •��347 g6" 72" t • • 28.9 521 43.4 • • • t • • •• • •• If 14 S.M.S. 2/ CHANNEL BE MULLION SEE CHART 'M2A' #14 F.H. S.M.S. 2/ SIDE 1/8' THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION -TUBE MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY #14 FH SMS 2 PER CUP SEE CHART 'M2A' 3 PER CLIP SEE CHART 'MW ACCESS HOLE - 1-1/�O.CMIN_�' I I I THIS SCREW CAN BE I S14 FH SMS INSTALLED IN EITHER DIRECTION 2 PER CUP I y� 1' O.C. MIN. I W I I I I I I 1-3/4" X 2" X 1/8" (FOR 2BY TUBE) 3/4" X 2" X 1/8' FOR (16Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHOR DETAIL #1 METAL TO METAL CONNECTION PRODUCT RE-V1SSD . rn plyitlg with the Florida Building Code Ety THESE MULLIONS CAN ONLY BE USED WITH 'SOW' GLAZING PRODUCTS _O N Hf Z$ U � n V �PiH 0600 rt OU) O Q W 7 LL 2 LLz1n_ � J ZOZ�� J Q WQif � o 40.70592 .. S Jan8,2019 �Z STATE OF (y drawing no. !?gR.!or,'oaG�� M07-04 MIAMhDiADE MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NVnrrZrXCeFXJANCE OA www.miamidade.gov/building SIW Solutions, LLC 975 S. Congress Avenue #102 Delray Beach, FL 33445 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 : Series "1000" Aluminum Window Wall System — L.M.I. AYPR wtng No. WrT!#T,-TMeZ1eves 1000 Alum Window Wall System (L.M.I.)", sheets 1 through 9 of 9, dated 05/10/17, with revision C dated 12/05/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Sec inn IMPACT RATING: Large and Small Missile Impact Resistant LABEL anu acturer'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 NOQ. st4U he �proyided So t p user by the manufacturer or its dis ecd�on at the jol�siie It 1'here�uest of the Building Official. s NOA revises NOA No. 17-0517.04 an c �J;; oft i9paga 1 enciavidence pages E-1 and E-2, as well as app The submitted documentation was reviewed by Manuel Perez, P.E. .. ••• . . • ' NOA No. 19-0131.01 MAMMADE COUNTY • ; ; • • ; ; • • , • $xiiration Date: November 30, 2022 Approval Date: March 14, 2019 3 51f Page 1 i SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 17-0517.04) 2. Drawing No. W17-48, titled "Series 1000 Alum Window Wall System (L.M.I.)", sheets 1 through 9 of 9, dated 05/10/17, with revision B dated 11/03/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Series 1000 Fixed Window Wall System, prepared by Blackwater Testing, Inc., Test Report No. BT-SIW-15-002, dated 09/23/15, signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under previous NOA# 17-0517.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014) and FBC 6th Edition (2017), dated 05/16/17 and revised on 09/20/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 61 Edition (2017), and of no financial interest, dated 11/22/17, prepared by Al-Farooq Corporation, signed and semi �yjavgi Ajunjd. P.�, 2. Test Proposal issued by REQ , datdd 05502/1:5,:si�d b Jaime Gascon, P . ......... . Manuele . .. 0:0 . . . . Product Control rami r :. : : : : . NOA No. 1 -013 .01 t4iration Date: November 3 , 2022 0 0 Approval Date: March 14, 2019 E-1 ... . . . . ... . . . . . . . . . . . . . .. ••. . . • V . .. ... . ... . SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. None. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W1748, titled "Series 1000 Alum Window Wall System (L.M.I.)", sheets 1 through 9 of 9, dated 05/10/17, with revision C dated 12/05/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61 Edition (2017), dated January 9, 2019, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Asset purchase agreement dated December 28, 2018, signed by Mr. Abdiel Lopez and Mr. Steven G. Tourek. 3. Letter from owners of existing NOA stating that they have sold all assets to the applicant, that they no longer manufacture the product and relinquish their rights to the current NOA, dated December 28, 2018, signed by Mr. Abdiel Lopez, Manager G. OTHERS 1. Notice of Acceptance No. 17-0517.04, issued to SIW Impact Windows, LLC for their Series "1000" Aluminum VfMdovwV;ag !V9$em I:.IVI.I., approved on 11/30/17 and expiring on 11/30/22. •.so •; ;•; •� Manue f Pez .. ... . . . . Product Controlt�i NOA No. .. . . . . . . . . . . .. la�iration Date: November 30, 2022 Approval Date: March 14, 2019 E-2 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . DAYLITE OPENINGS: DLO WIDTH = FRAME WIDTH - 4.50" DLO HEIGHT = FRAME HEIGHT - 4.50" I�-WIINDDOOW�1 WINDOW WIDTH I I WI I Zz 0 •• • 3 z • •i • •3 I • • 3 • • 0000•• • WINDOW WIDTH • AINOOOWIDTH • •• ••�I 0000 I � iioi • I ••• ••w �•`••• J•r• •' r • • L — — J • •0• •• • •• 000009 0 WIADON WIDTH WINDOW WIDTHNb- -- z w DOW WIDTH 3 ; 3 OL' WINDOW WINDOWWtDT� WINDOW ALL LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 72" FALSE MUNRNS (SURFACE APPLIED) / MAY BE USED THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 1000 UMINUM WINDOW WALL SYSTEM SEE SHEET 3 FOR SINGLE WINDOW DESIGN LOAD CAPACITIES. FOR FIXED/FIXED COMBINATIONS IN MODULES OF TWO OR MORE WINDOWS USING 'H' MULLION IN BETWEEN SEE CHART ON SHEET B. FOR COMBINATION MULLION ANCHOR CAPACITY SEE CHART ON SHEET 9. LOWER DESIGN PRESSURE FROM WINDOW, MULLION OR MULLION ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. m m N [T12*WEAD!9 z U THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT WITH GLASS TYPES 'A', 'Al' & 'A2' COMPLY WITH REQUIREMENTS OF ANSI Z97.1. ',RODUCT REVISBD �s c0.flymg with the Fhsida Building Code Atxa>mc.. No L� E.• imri Det. L By "I It, 1 ` i VCE..Z •... o o No. 70592 8118,2019.9 ° STATE OF [(�� drawing9 no. W17-48 FRAME WIDTH 67 1/2- 3" MAX. D.L. OPG. A HEAD/SILL CORNERS I I 6 " u II II �I n u " ii II II �� _JL____'1_JL_____ ------Ir----7;11 �r----- II p n 11 II II 11 II II II I II II II II II q Ili p B n FALSE MUNRNS (SURFACE APPLIED) / MAY BE USED THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 1000 UMINUM WINDOW WALL SYSTEM SEE SHEET 3 FOR SINGLE WINDOW DESIGN LOAD CAPACITIES. FOR FIXED/FIXED COMBINATIONS IN MODULES OF TWO OR MORE WINDOWS USING 'H' MULLION IN BETWEEN SEE CHART ON SHEET B. FOR COMBINATION MULLION ANCHOR CAPACITY SEE CHART ON SHEET 9. LOWER DESIGN PRESSURE FROM WINDOW, MULLION OR MULLION ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. m m N [T12*WEAD!9 z U THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT WITH GLASS TYPES 'A', 'Al' & 'A2' COMPLY WITH REQUIREMENTS OF ANSI Z97.1. ',RODUCT REVISBD �s c0.flymg with the Fhsida Building Code Atxa>mc.. No L� E.• imri Det. L By "I It, 1 ` i VCE..Z •... o o No. 70592 8118,2019.9 ° STATE OF [(�� drawing9 no. W17-48 4Sen 'EAT STREN'D GLASS nterlayer laa raray America, Inc.' 4' HEAT STREN'D GLASS 13SILICONE WSIL 995 1// GLASS TYPE 'A' 9/16' LAM. GLASS 1/4' TEMP. GLASS 1/2' AIR SPACE 1/4' HEAT STREN'D GLASS 090' Interlayer SentryGloe By 'Kuraray America, Inc.' 1/4' HEAT STREN'D GLASS �m Y u1 14 / I j Ij \ 13 SILICONE I I DOWSIL 995 6 P 1 \\ / CARDINAL XL / EDGE SPACER \ , ST. STEEL GLASS TYPE 'Al' 1-5/16' INSUL LAM. GLASS 1/4' TEMP. GLASS 3/8' AIR SPACE 1/4' HEAT STREN'D GLASS 090' Interlayer SentryGlas By 'Kuraray America, Inc.' 1/4' HEAT STREN'D GLASS 0000 3/B' AIR SPACE HEAT STREN'D GLASS 1/4' HEAT STREN'D GLASS 090' Interlayer 090' Interlayer Troeifol PVB Trosifol PVB By 'kuroray America, Inc.' By 'kuroray America, Inc.' 1/4' HEAT STREN'D GLASS 1/4' HEAT STREN'D GLASS 0000•• 13 � � 14 I i 13 / ! ! • 0.00.0 00 •••t0 •• •• • • • • •• 0000 •0•••• II WSIL 995 5 1 6A • • I .•• I 0000•• \ • D•• • •• 0000•• • • • EDGE SPACER go ST. STEEL • • • r • 0000 • • • • 9/16• LAM, GLASS 1-3/16" INSUL. IAM. GLASS 0000 1/4' TEMP. GLASS 1/2' AIR SPACE 1/4' HEAT STREN'D GLASS 090' Interlayer SentryGloe By 'Kuraray America, Inc.' 1/4' HEAT STREN'D GLASS �m Y u1 14 / I j Ij \ 13 SILICONE I I DOWSIL 995 6 P 1 \\ / CARDINAL XL / EDGE SPACER \ , ST. STEEL GLASS TYPE 'Al' 1-5/16' INSUL LAM. GLASS 1/4' TEMP. GLASS 3/8' AIR SPACE 1/4' HEAT STREN'D GLASS 090' Interlayer SentryGlas By 'Kuraray America, Inc.' 1/4' HEAT STREN'D GLASS ZW Z C � m 3 u1 14 / ii, \ 13 14 I.. \ 13SILOE SILICONE n \DOWSIN 995r, 7A\POWSIL 995 6 Q 1 O \ / \ / CARDINAL XL 1s / \ / EDGE SPACER - ST. STEEL GLASS TYPE 'A2' GLASS TYPE 'C' 1-3/16' INSUL LAM. GLASS 9/16' LAM. GLASS GLAZING OPTIONS 14� Ij I. 13 I j SILICONE 995 6 1 O \ / \ CARDINAL XL EDGE SPACER ST. STEEL GLASS TYPE 'CI' 1-1/8' INSUL LAM. GLASS PRODUCT REVLSSD as cmrrylyiag Nish the Florida Building Codc Acccptaace ALo &01V-! ; E;piratioa Date �'VOFA,gF .O �� r •� i 0 .70502 8 n an 8,204 " BTATE OF (yam drawing no. AiORIDI'. \�: W�_48 1/4' TEMP. GLASS 3/B' AIR SPACE HEAT STREN'D GLASS 1/4' HEAT STREN'D GLASS 090' Interlayer 090' Interlayer Troeifol PVB Trosifol PVB By 'kuroray America, Inc.' By 'kuroray America, Inc.' 1/4' HEAT STREN'D GLASS 1/4' HEAT STREN'D GLASS ZW Z C � m 3 u1 14 / ii, \ 13 14 I.. \ 13SILOE SILICONE n \DOWSIN 995r, 7A\POWSIL 995 6 Q 1 O \ / \ / CARDINAL XL 1s / \ / EDGE SPACER - ST. STEEL GLASS TYPE 'A2' GLASS TYPE 'C' 1-3/16' INSUL LAM. GLASS 9/16' LAM. GLASS GLAZING OPTIONS 14� Ij I. 13 I j SILICONE 995 6 1 O \ / \ CARDINAL XL EDGE SPACER ST. STEEL GLASS TYPE 'CI' 1-1/8' INSUL LAM. GLASS PRODUCT REVLSSD as cmrrylyiag Nish the Florida Building Codc Acccptaace ALo &01V-! ; E;piratioa Date �'VOFA,gF .O �� r •� i 0 .70502 8 n an 8,204 " BTATE OF (yam drawing no. AiORIDI'. \�: W�_48 Z� N —N 13 � � 14 I i 13 / ! ! SILICONE `e SILICONE !i OWSIL 995 II WSIL 995 5 1 6A 1 I I \ / \ CARDINAL XL 15 EDGE SPACER ST. STEEL GLASS TYPE 'B' GLASS TYPE 'BI' 9/16• LAM, GLASS 1-3/16" INSUL. IAM. GLASS 3/16' TEMP. GLASS 1 /2' AIR SPACE WITH DECORATIVE GRILL 3/16' HEAT STREN'D CUSS 3/16' HEAT STREN'D GLASS .090' Interlayer 090' Interlayer Troeifol PVB T-1 Not PVB By 'kuraray America, Inc.' By 'kuroray America, Inc.' 3/16' HEAT STREN'D GLASS 13/16' HEAT STREN'D GLASS IW ZW Z C � m 3 u1 14 / ii, \ 13 14 I.. \ 13SILOE SILICONE n \DOWSIN 995r, 7A\POWSIL 995 6 Q 1 O \ / \ / CARDINAL XL 1s / \ / EDGE SPACER - ST. STEEL GLASS TYPE 'A2' GLASS TYPE 'C' 1-3/16' INSUL LAM. GLASS 9/16' LAM. GLASS GLAZING OPTIONS 14� Ij I. 13 I j SILICONE 995 6 1 O \ / \ CARDINAL XL EDGE SPACER ST. STEEL GLASS TYPE 'CI' 1-1/8' INSUL LAM. GLASS PRODUCT REVLSSD as cmrrylyiag Nish the Florida Building Codc Acccptaace ALo &01V-! ; E;piratioa Date �'VOFA,gF .O �� r •� i 0 .70502 8 n an 8,204 " BTATE OF (yam drawing no. AiORIDI'. \�: W�_48 DESIGN ]AAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF F 3 WIDTH a n Z e F q F ZW m I IL < 6 3 O N O F 7O ? d g C 6 O C .i O .6 E C 1012 6 ee Q w ? LL • ir. 2 - M O s I _ J Q W W f r +�+ N O ^ 'n � J ¢ M Z C w .2.. QQ 1 3 O W r g 0 U 0] ,.., N N to Q N cc w 3 n W , N V) 0 WINDOW WIDTH DOCS. LENGTH GLA55 TYPE CLASS TYPE GL155 TYPE GLASS TYPES CLASS TYPE CUSS 'TYPE •1' 'A1' 'A2' '8' A '81' 'C' 'CI' EXT.(+) 1NT.(-) ERT.(+) 1NT.(-) E%T.(+) INT.(-) EXT.(+) 7NT.(-) EXT.(+ . -) E%T.(+) INT.(-) WINDOW WIDTH DMS. LENGTH GWS TYPE GLASS TYPE CLASS TYPE G1A55 TYPES GLASS TYPE GLASS TYPE 'A' 'Al' 'A2' 'B' & 'BI' 'C' 'CI' EXT.(+) 1NT.(-) D0.(+) 1NT.(-) E%T.(+) 1NT.(-) EXi.(+) 1NT.(-) E70.(+) 7NT.(-) EM.(+) 1NT.(-) �� 36' 42• 4g• 54' 60• 66' 72" 72' 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 60.0 60.0 36" 42' 48' 54' 60" 66" 72' 120' 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 60.0 60.0 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 70.0 70.0 - - 60.0 80.0 70.0 70.0 60.0 60.0 700.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 70.0 70.0 - - 80.0 60.0 - - - - 91.2 100.3 70.0 70.0 91.2 100.3 54.6 54.6 63.8 63.8 60.0 60.0 70.0 70.0 70.0 70.0 - - 54.6 54.6 - - - - 82.1 90.3 70.0 70.0 82.1 90.3 49.1 49.1 57.5 57.5 57.5 57.5 70.0 70.0 70.0 70.0 74.6 62.1 70.0 70.0 74.6 82.1 44.7 44.7 52.2 52.2 52.2 52.2 70.0 70.0 70.0 70.0 - - - - - _ _ = 70.0 70.0 70.0 70.0 - - 40.9 40.9 47.9 47.9 47.9 47.9 70.0 70.0 70.0 70.0 36' 42' 48• 54' 60" 68' 72' 78" 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 60.0 60.0 36' 42" 48' 54' 6o" 86' 72' 128• 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 60.0 60.0 LENGTH 70.0 70.0 70.0 70.0 - - 60.0 60.0 70.0 70.0 60.0 80.0 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 70.0 70.0 - - 80.0 60.0 - - - - 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 70.0 70.0 \� 91.2 100.3 70.0 70.0 91.2 100.3 54.6 54.6 63.8 63.8 80.0 60.0 82.1 90.3 70.0 70.0 82.1 90.3 49.1 49.1 57.5 57.5 57.5 57.5 70.0 70.0 70.0 70.0 - - - - - - - 70.0 70.0 70.0 70.0 - - 44.7 44.7 52.2 52.2 52.2 52.2 70.0 70.0 70.0 70.0 - - - - - - - - 70.0 70.0 70.0 70.0 - - 40.9 40.9 - - - - 70.0 70.0 70.0 70.0 - - - - - - - - 38' 42' 48' 54" 60" 66" 72' 36' 42" 48" 54 60' 66' 2' 64 90' • • • • 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 60.0 60.0 36' 42" 48 54" 60" 66" 72' 36' 42' 48' 54' 60" 66" 72" 132" 138• 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 70.0 - - 60.0 60.0 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 70.0 70.0 70.0 - - 60.0 60.0 - - - - WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. iRODUCT REVISED n com1p11'tu8 with the FTorda ,3c vpLE Code D �,caplmcc W Ez��DrKe•36' `A17111111111// ` N6.7058242" '•. an 8,2019` � Q ••. ATE OF !(/� ' �`'•.!`YomoR�'sC.",�� /711I111171A 100.0 110.0 70.0 70.0 100.0 110.0 60.D 60.0 70.0 70.0 60.0 60.0 91.2 100.3 70.0 70.0 91.2 700.3 54.6 54.6 63.8 63.8 60.0 60.0 70.0 70.0 70.0 70.0 = _ _ _ _ _ _ 70.0 70.0 70.0 70.0 - - 49.1 49.1 57.5 57.5 57.5 57.5 _ 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 - - 44.7 44.7 - - - - 70.0 70.0 70.0 70.0 - - - - - - - - 70.0 70.0 70.0 70.0 - - 40.9 40.9 - - - - 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 70.0 70.0 - - - - - - - 100.0 110.0 70.0 70.0 100.0 110.0 80.0 60.0 70.0 70.0 60.0 60.0 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 70.0 70.0 - - 80.0 80.0 100.0 110.0 70.0 70.0 100.0 110.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 70.D 70.0 - - - - - - - - 91.2 700.3 70.0 70.0 91.2 100.3 54.6 54.6 63.8 63.8 60.0 60.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 - - 49.1 49.1 70.0 70.0 70.0 70.0 7 70.0 70.0 70.0 - - 44.7 44.7 - - - - 70.0 70.0 70.0 70.0 - - - - - - - - . 70.E 70.0 4170.0 �.0 - - 40.9 40.9 - - - - 70.0 70.0 70.0 70.0 - - - - - - - - 42• • 48' 54' • *60" 66' • •72. • • • • 96' • • • • • • 100. 110.0 070.5 70a 100.0 110.0 60.0 60.0 70.0 70.0 60.0 60.0 36' 42" 48' 54' 60' 66" n 144" 70.0 70.0 70.0 70.0 - - 60.0 60.0 70.0 70.0 60.0 60.0 •An1 110.0 70.0 70. 100.0 170.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 70.0 70.0 - - 80.0 60.0 100. 110.0 •70.0 7010 100.0 110.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 70.0 70.0 - - - - - - - - 70.0 70.0 7 . O - - 54.6 54.6 63.8 63.8 60.0 60.0 70.0 70.0 70.0 70.0 - - - - - - - 70.0 70.0 70.0 70.0 70.0 70.0 70.0 - - 49.1 49.1 - - - - 70.0 70.0 70.0 70.0 70.0 _ mai �' z a m m72' 70 70.0 - - 44.7 44.7 - - - - 10.0 70.o u.• 4W - - - - - - - - 70.0 70.0 70.0 70.0 - - - - - - - - •36' 42• • •4g" •5•A' o 060*• 66' • • • 0 • 102"• • • •10.0 12D.0 110.0 7 . 70.0 100.0 110.0 60.0 60.0 70.0 70.0 80.0 60.0 36" 42' 48' 54' 60' 66' 748' 70.0 70.0 70.0 70.0o 10010 110.0 70.0 7Qp 100.0 110.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 70.0 70.0 - - - 1 108.0 �l.a ♦0.0 100.0 108.0 80.0 60.0 70.0 70.0 80.0 60.0 J0.0 70.0 70.0 70.0 .0 70.0 70.0 Y7Q - - 54.6 54.6 - - - - 70.0 70.0 70.0 70.0 - - - - - - - - 70.0 70.0 70! 70.0 - - 49.1 49.1 - - - - 70.0 70.0 70.0 70.0 - - - 70Q 70.0 O. .0 - - - 70.0 70.070.0 70.0 - - - - _ - - - 70.0 70.0 W0.0 - - - - - - 36" 42' 48' 54" 80" 86' 70.0 70.0 70.0 70.0 - - - - - - - - 60" 66" •• ••• 108• tO6 j�70.0 110.0 0. 7 .0 100.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 70.0 70.0 -42" 70.0 70.0 70.0 70.0 1040 110.0 70.0 70.0 100.0 60.0 70.0 70.0 60.0 60.0 =152'sg 70.0 70.0 70.0 70.054' 0.0 70.0 70.0L60.0 70.0 70.0 60.0 60.0 70.0 70.0 70.0 54.6 - - - - 70.0 70.0 70.0 70.0 - - - - - - - - 70.0 70.0 70.0 - 49.1 49.1 - - - - 70.0 70.0 70.0 70.0 - - - - - - - - drOwingo no. W'� 7-48 70.0 70.0 70.0- 36" 42• 48" 54' 60' 66' 156, 70.0 70.0 70.0'"'•72" 70.0 70.0 70.0 - - - - - - - 70.0 70.0 70.0 - -36"100.0 54' 60• 66' 72' 114' 110.0 70.0 110.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 70.0 - - - - - - - - 100.0 110.0 70.0 110.0 60.0 60.0 70.0 70.0 60.0 60.0 70.0 70.0 70.04B^70.0 r70.0 70.0 70.0 .- 60.0 80.0 - - - - 70.0 70.0 70.0 -i54.6 70.0 70.0 70.0 - - 54.6 - - - - 70.0 70.0 70.0 - - - - - - - _ 70.0 7o.a 70.0 - - - - - - - - L70.0 NOTE: GLASS BASED CAPACITIES ON THIS SHEET ARE ON ASTM E1300-09 (3 SEC. GUSTS). 70.0 70.0 70.0 - - - - - - - - 70.0 70.0 70.0 70.0 - - - - - - - - sheet 3 of g TYPICAL AORS SEEFOR SPACING O TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SPACING METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING \ EDGE -------------------- :,' MIAMI—DADS COUNTY APPROVED,': I�MULLION k MULUON ANCHORS �I ,'!SEE SEPARATE NOA ------------ AL ANCHORS ELEV. SPACING — � 2 3 TYPICAL ANCHORS EDGE DIST. 1111111111// ELEV. WOOD BUCKSSEE FOR SPACING a a O ENBF� b o K7��— 70 y N � PRfiDU�"I' REYIS6D w _,oalying wifi We Florida .592 • � O TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SPACING METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING \ EDGE -------------------- :,' MIAMI—DADS COUNTY APPROVED,': I�MULLION k MULUON ANCHORS �I ,'!SEE SEPARATE NOA ------------ AL ANCHORS ELEV. SPACING — � 2 3 1111111111// a v �< m ee ENBF� b o K7��— 70 q_ PRfiDU�"I' REYIS6D w _,oalying wifi We Florida .592 • ' .. WOOD Ow(ding Code Acccptan«T3a 0 qn ITMe ii v.u��O�Br2 &n8 STATE OF !{�� ,�iSl..��''_�� o° u W1 7-48 1 I I • • ~ • I I 00 0000 • . • 00 � • • • !iii • •• •• ••• • • •• •• 7 4SPACI'NdG O TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SPACING METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING \ EDGE -------------------- :,' MIAMI—DADS COUNTY APPROVED,': I�MULLION k MULUON ANCHORS �I ,'!SEE SEPARATE NOA ------------ AL ANCHORS ELEV. SPACING — � 2 3 1111111111// a v �< m ee ENBF� b o K7��— 70 q_ PRfiDU�"I' REYIS6D w _,oalying wifi We Florida .592 ' .. WOOD Ow(ding Code Acccptan«T3a 0 qn ITMe ii v.u��O�Br2 &n8 STATE OF !{�� ,�iSl..��''_�� o° u W1 7-48 1 F BUCKS ANO METAL STRUCTURE NOT BY 'SIW SOLUTIONS' USTAIN LOADS IMPOSED BY GLAZING SYSTEM ANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS:S — FOR SPACING — - E 'p'- 1/4' DLA ULTRACON By 'ELGO' 77 KSI, Fy-155 KSI) FOR SPACING ICHORS NG PRODUCT REVISED .-.Vlyivg with the Florida Building Code A—ptan-No *0 iORS m Zn 0 � pyj P W Z p 0 �n 0 8 uim RC" g Q 0a 600 M a p_ Q z 3 381 Q Z 0) N w n No O n N v g j 2 m C LLoj w a �o w QO LD U � 2_5 0 o m N N N v) n H Nrno � e � a rci i i .70582 .. • o Jan 8,2019; x 5 )'• STATE OF �(/` drawing no. 17-48 2" MIN. SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4- MIN. EMBED INTO FILLED BLOCKS (JAMBS) DIREC 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTANCES INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. — ANCHOR CL TO CL OL4TANCE INTO CONCRETE AND BLOCKS- 3" MIN. — — — FTYPE 'B'- - 1/4' DLA ULTRACON BY 'ELCO (Fu -177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1 • N6TQ CO RETE • A 1 • — ANCHORS TO CL D ANC •IttO *CnRETE - 3" MIN. — — — — I TYPE 'C'- 5/I6" DLA ULTRACONOWOL•�' (Fu -177 KSI, Fy-155 KSI) + • DIRftilY INTO CONCgFW DRgBLOCKS 1 • 02" MIN. OABED INTO CONCRETE (HEAD/SILL/JAMBS) i 1 • • IMO NLLED BLOCKS (JAMBS) 1 S%4• MIN..,�� • 1 •• ��1EMB�SE15 :6t.1�CIipQ g ��GE DI 4 •• *INTO CONCRETE ANDf3KW1�S = 2-1/2- MIN. • I • • AN•HOR GL TO CLOGIOMKO WTOOWNCRETE =t3• DIV., • i I 0,1,00.1`11 -WED BLOC KS = MIN — — — — - — • IYPE *D'-, I1".CrOR SELF ORILUNG•SCREWS (GRADE 2 CRS) "a MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND METAL SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTO METAL STRUCTURE = 1/2" MIN. L- — — — — — — — — — — — - WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Ye - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS Vm - 2000 PSI MIN. FOR SPACING ICHORS NG PRODUCT REVISED .-.Vlyivg with the Florida Building Code A—ptan-No *0 iORS m Zn 0 � pyj P W Z p 0 �n 0 8 uim RC" g Q 0a 600 M a p_ Q z 3 381 Q Z 0) N w n No O n N v g j 2 m C LLoj w a �o w QO LD U � 2_5 0 o m N N N v) n H Nrno � e � a rci i i .70582 .. • o Jan 8,2019; x 5 )'• STATE OF �(/` drawing no. 17-48 2.614 125 .094 TYP. �- 2.250 1.250 LF 4.688 1 1.196 F .094 I -� TYP. .861 .297 4.406 ANCHOR CLIP 1 1.117 229 TYP. _ -ANCHOR COVER 4.000 .401 .156 .940 516 3.169 SHEAR BLOCK HORIZONTAL • • •32 • • �'00eosa 1.3ss • TYP. •• • B � E,% •••• •••••• .615 .155 • ••• 1.000 O5 5 • ��• TYP. ------ '200 - T'��iiJJ .290 29 • • • • j -.063 OGLAZING BEADS 1-3/16' NOM. INSUL LAM. GLASS 1.276 188 5.072 147 •H• MULLION 1; 120 .240 140 a !L Ist4 EXTERIOR GLAZING SPACER 13 INTERIOR GLAZING SPACER SCALE 1:1 SCALE 1:1 11.011F f l 1.000 050 5 1 � 050 1.365 LTYR OGLAZING BEADS 7A BO 7/16' NOW IAM. GLASS .375 1 �- r� 1.000 ,050 ,36 8 GLAZING BEAD NOM. INSUL. LA PRODUCT RE V ISBD .co *lying with the Florida Building Cndc AccePlance Nn 1 C iratix Detc By �v _O y$ F W i e OOp`� W" it0FC i V C1 N n 0 �aco� Q W 3 Z� m Qu�Imf� N � N W I w H N O o JQ V) z 3 m N M �z� 0m Q U NNS w gLOW H Anrno W JPo A�� VGENBF '•, � o No. 70592 $ r Jan 8 201 " STATE drawing no. 5;.;.!tomo�;•�G�� W17-48 ITEM N0. Iq PART NUMBER QUANTITY DESCRIPTION MATERIAL YANF./SUPPLIER/REMARKS 1 StW1004 AS READ. FRAME HEAD/SILL/JAMB 6063—T6 — 2 SIW1005 AS REOD. ANCHOR CLIP 6063—T6 — 4 SIW543 AS REOD. �H' MULLION 6083—T6 — 5 SIW1010 4/ LITE GLAZING BEAD (9/16' IAM. GLASS) 6063—T6 — 5A SIW7009 4/ LITE ALT. GLAZING BEAD (9/16 LAM. GLASS) 6063—T6 — 8 SIW1008 4/ LITE GLAZING BEAD (1-3/16' INSUL. IAM. GLASS) 6083—T6 — 6A SIW1007 4/ LITE ALT. GLAZING BEAD (1-3/16 INSUL LAM. GLASS) 6063—T6 — 7 SIW1013 4/ LITE GLAZING BEAD (7/16' IAM. GLASS) 6083—T6 — 7A SIW1012 4/ LITEUTE ALT. GLAZING BEAD (7/16 IAM. GLASS) 6063-76 — B SIW,017 4/ LITE GLAZING BEAD (1-5/16' INSUL VM. GlA55j 6063—T6 — AS REOD. HORIZONTAL 6063—TG — SIW1002 AS READ. SHEAR BLOCK AT HORIZONTAL ENDS, 1-1/2' LONG 6063—T6 - - AS REOD. ANCHOR COVER 6063—T6 — V12SIW1001 5530 4/ LITE INTERIOR GLAZING SPACER (DUROMETER 7015) SHORE A SANTOPRENE CENTRAL PLASTICS 5531 4/ UTE EXTERIOR GLAZING SPACER (WROMETER 7035) SHORE A SANTOPRENE CENTRAL PIASDCS 5322/ UTE SETTING BLOCKS (1/4' X 1/2' X 2' LONG), AT 1/4 POINTS EPDM DUROMETER 8035 SHORE A 5533 2/ LITE SETTING BLOCKS (INSUL IAM. ClASS), AT 1/4 POINTS EPDM DUROMETER 8035 SHORE A 17 I{14 % 2' AS REOD. ASSEMBLY FASTENERS — PH SELF DRIWNC 19 X14 X 2� — SHEAR BLOCK FASTENERS AT HORIZONTAL — PM SELF DRILLING 20 /10 X 3/4' — HORIZONTAL FASTENER — FH SELF DRILLING 21 /14 X 1-1/4' AS REDD. FRAME FASTENERS AT 'H' MULLION — FH SELF DRILLING ; m I m 0 3 q p J ~ n F Z Z a n S 6 i Q j a $ U 17 W H � yWI ASRS 0 MUST BE WELDNERS THAT CAN NOT ED SECURED N V p W i pa a o eee+ppp 0 O/ N J0 Q iL g LLZ�A QwWs �k I I n s N a J O � N 20 ; J Lai raj 0o J a r1 17 _ to ..I CwLL `� •• / 2Lr2 m WELDED JOINTS I / a ++Z QVQ I AT CIRCULAR / O W n • • • • • • RINDOWS / S 0 () O] • ! /" fn V) • • • • • • ••!• 10 B • • • • • • • • • • •!!• I -wE • N 1 • 040 ! • • • • FREE STANDING MULLION -loll m I`I\1111TIj" o < "W1'T.QV. PRODUCT REVISED 's No. 70682 � g r as cnrtiplyiog with the Florida _ — T �, Building Code HORIZONTAL CORNER Acceptance No / 0 F Date ¢ ; Jan 8,2019 a '•, ATE OF !(/\ drowing no. AYORLDR•' \�� CIRCULAR WINDOWS RECT. OR SQUARE WINDOWS By %� ., G`� W l 7-48 FRAME CORNER t ��SNAI � sheet 7 - g MULLION LOAD CAPACITY - PSF WINDOW DIMS. I 'H' MULLION WIDTH (W) LENGTH (L)l EXT.(+) INT.(-) 36" 60.0 B0.0 42` 60.0 60.0 O 48" 114' M 60.0 54" 60.0 60.0 36" 60.0 60.0 42" 120" 60.0 60.0 48' 60.0 60.0 36" a60.0 42' 126' 60.0 48" 60,0 36" 60.0 60.0 42" 132" -6o -0 60.0 48' 60.0 60.0 NOTES. 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. USE CHARTS ON SHEET 9 FOR MULLION ANCHOR CAPACITY. 3. FOR FIXED WINDOW CAPACITY SEE SHEET 3. 4. LOWER VALUES FROM STEPS 1, 2 OR 3 WILL APPLY TO ENTRE SYSTEM. • • • • • • •.• • • • 4 E • • • O 1 so- 2 ••• • • • 0 • • • _ _ _ _ _ _ _ - - EXTERIOR D.L. OPG. 7S. SIKAFLEX TOTAL PRPERTIES Ss = 2.5316 IN\ 3• MAX. HEAD/SILL CNERS D J = m w� c. a ¢ ''o i� o AT 3" FROM ENDS 21 AND 1 6" O.C. MAX. STAGGERED TO OPPOS SIDE _ _ _ _ _ _ _ _ - - _ - - - - - - - D.L. OPG. 3" 4 OR 6 ANCHORS AT TYP. 6" MULLION ENDS I��•^-•{�I / SEE SHEET 9 FOR CAPACITY 'i / E 48' MAX. // PANEL WIDTHS i, B FOR INTERMEDIATE HORIZONTALS i �. C `. �__ _, 12• MAX.` HEAD SILL W7 W2 W1 SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS W 1 + W2 WIDTH (W) = 2 `111111111111/HYY'' �•� AH!lfq�'' •' uCENgF'•.,. � :01)UCT RSVISHD .; c"lyiug with the Florida _- • 70SB2 6.11ding Code Acce NIo E Jen B,ZOis ��o•. ATEH>F lv�� 13Y ROR1D�`.•'' ',''/ "1 SAL � `` 4 U • n 2 a IL O 2 IN u n IL O 0 m N v. 0 1u C Z 0 .6 O 8 0 N Q w D J • ?yLL G t y Q W B•Ni 11 e i N 3:J w M 3 N N CW n � O.2 ] p n OVm.. w �6� n W twil (n rn O MULLION LOAD CAPACITY -PSF WINDOW DIMS. I 'H' MU111ON WIDTH (W) LENGTH (L)l EXT.(+) INT.(-) 36' 42' 48'f 54' 60• 66' 69" 72' 72" 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 70.0 70.0 36" 42' 46' 54" 60' 64" 66` 68" 72" 78" 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 70.0 70.0 70.0 70.0 60.0 60.0 36' 42" 48' 54" 59• 60' 63" 66" 72' M. ••• 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 70.0 70.0 70.0 70.0 60.0 60.0 60.0 60.0 �6• •642• *8` • •54" 55' 59• 60' • •66- • • • ••••V70.0 90� • • • • 0.0 110.0 110.0 ,1a'0 110.5 118.0 111.0 70.0 m o o u o � 0' a U 3 0 0 _o a m v 60.5• 64.E •36' 42" • •52" 0054" 55` 60" • 66" • • • • • • &6' • • • • • • • 11. 110.9 •10.0 11.0 110.0 IV& 70.07 - 070.0 70.0 60.0.0 60.0 60.4 36" 42` 48" sz• 54" 60" _*904 102' 110.0 110.0 110.0 110.0 110.0 110.0 - d c o n - • E o u drowing W' 7_48 sheet $ of 9 70 0 70.0 60.0 60.0 60.0 60.0 36' 42• 48" 54" 108' 70.0 70.0 70.0 70.0 70.0 70.0=tF 60.0 60.0 SEE SHEET 5 FOR ANCHOR DESCRIPTION PRODUCT REVISSI) a c ,lyng wish the Florida ffl deee 1>,ffau Product Z�r•- 0� e� Q W L N �0 L6` 0 gy'm V oMj� 010c 8 a IV'g QW�f� ME N O c JaM 2 J N CwLL a .20' ci.1 a 8 0 a °° " N W vi N w N (n rn 0 AH V�N'SF •'•. 0 4 0 i E.,70592 an8,2019&C Y STATE drawing no. W17-48 MULLION ANCHOR LOAD CAPACITY - PSF ANCHOR TYPE ANCHOR TYPE 'A' ANCHOR TYPE 'H' ANCHOR TYPE 'C' ANCHOR TYPE 'D' SHIM SPACE 1/4' 1/AX. SHIM 3/8• MAX. SHIM 1/2' MAX. SHIM 1/4' MAX. SHIM 3/B" MAX. SHIM 1/2" MAX. SHIM 1/4- MAX. SEM 3/8" MAX. SHIM 1/2" MAX. SHIM 1/4" MAX. SHIM 4 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHOR$ 4 ANCHORS 6 ANCHORS 4 ANCHORS 8 ANCHORS 4 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS 4 ANCHORS 6 AN®ORS 4 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS w411N (w) LEWB (U EXT. (+) *7r. _ EXT. (+) RR. - W. (+) RR. - W. (+) W. - EXT. (+) WT. - - (+) INT. - EXT. (+) INT. - EXT. (+) INr. - EXT. (+) INT . - EXT. (+) WT. - EXT. (+) M. - EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - EXr. (+) W. - EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - 36" 110.0 110.0 110.0 110.0 92.4 110.0 110.0 110.0 110.0 110.0 92.4 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 42^ 110.0 110.0 108.1 110.0 83.9 110.0 110.0 110.0 108.1 110.0 83.9 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 48• 110.0 110.0 100.5 110.0 78.0 110.0 110.0 110.0 100.5 110.0 78.0 110.0 110.0 110.0 110.0 110.0 103.0 110.0 110.0 110.0 54• 72' 110.0 110.0 95.3 110.0 74.0 110.0 110.0 110.0 95.3 110.0 74.0 110.0 110.0 110.0 110.0 110.0 97.7 110.0 110.0 110.0 80" 110.0 110.0 91.9 110.0 71.3 107.0 110.0 110.0 91.9 110.0 71.3 107.0 110.0 110.0 110.0 110.0 94.2 110.0 110.0 110.0 68• 110.0 110.0 90.0 110.0 69.8 104.7 110.0 110.0 90.0 110.0 69.8 104.7 110.0 110.0 110.0 110.0 92.2 110.0 110.0 110.0 72' 70.0 70.0 70.0 70.0 69.3 70.0 70.0 70.0 70.0 70.0 69.3 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36' 110.0 110.0 107.2 110.0 83.2 110.0 110.0 110.0 107.2 110.0 83.2 110.0 110.0 110.0 110.0 110.0 109.9 110.0 110.0 110.0 42' 110.0 110.0 96.7 110.0 75.1 110.0 110.0 110.0 96.7 110.0 75.1 110.0 110.0 110.0 110.0 110.0 99.1 110.0 110.0 110.0 48" 110.0 110.0 89.3 110.0 69.3 104.0 110.0 110.0 89.3 110.0 69.3 104.0 110.0 110.0 110.0 110.0 91.8 110.0 110.0 110.0 54' 78• 104.6 110.0 81.1 110.0 65.3 97.9 110.0 110.0 84.1 110.0 65.3 97.9 110.0 110.0 109.2 110.0 862 110.0 110.0 110.0 60' 100.0 110.0 80.4 110.0 62.4 93.6 110.0 110.0 80.4 110.0 62.4 93.6 110.0 110.0 104.4 110.0 82.4 110.0 110.0 110.0 gg• 70.0 70.0 70.0 70.0 60.5 70.0 70.0 70.0 70.0 70.0 60.5 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 72• 60.0 60.0 60.0 60.0 59.4 60.0 60.0 80.0 60.0 80.0 59.4 80.0 60.0 60.0 80.0 60.0 60.0 60.0 60.0 60.0 36• 110.0 110.0C97.510 75.6 110.0 110.0 110.0 97.5 110.0 75.6110.0 110.0 110.0 110.0 110.0 99.9 110.0 110.0 110.0 42• 108.8 110.0.0 87.9 101.9 110.0 110.0 87.5 110.0 67.9 101.9 110.0 110.0 110.0 110.0 89.7 110.0 110.0 710.0 100.0 710.0.0 82.4 93.6 110.0 110.0 80.4 110.0 62.4 93.6 110.0 110.0 104.4110.0 82.4 110.0 710.0 710.0 84' 93.6 110.0.0 58.4 87.6 110.0 110.0 75.2 110.0 58.4 87.6 110.0 110.0 97.7 110.0 77.1 110.0 110.0710.0 60• 70.0 70.00 55.5 70.0 70.0 70.0 70.0 70.0 55.5 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 66' 60.0 60.00 53.4 60.0 60.0 60.0 60.0 60.0 SJA 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 72' 60.0 60.00 52.0 60.0 60.0 80.0 60.0 60.0 52.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 3g" 110.0 110.0 89.J 110.0 69.3 104.0 110.0 110.0 89.3 110.0 69.3 104.0 110.0 110.0 110.0 110.0 91.6 110.0 110.0 110.0 42' 99.4 110.0 79.9 110.0 62.0 9J.0 110.0 110.0 79.9 110.0 62.0 93.0 110.0 110.0 103.8 110.0 81.9 110.0 110.0 110.0 48' 90.9 110.0 73.1 109.6 56.7 85.1 110.0 110.0 73.1 109.6 56.7 85.1 110.0 110.0 94.9 110.0 74.9 110.0 110.0 110.0 54'• 90„ • •84.7 110.0 68.1 102.1 52.8 79.2 110.0 110.0 68.1 102.1 52.8 79.2 110.0 110.0 SHIA 110.0 69.8 104.6 110.0 110.0 #0• • .0 60.0 60.0 60.0 49.9 60.0 60.0 60.0 60.0 60.0 49.9 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 80.0 OR 466' • • 60.0 6 0 60.0 47.8 60.0 60.0 60.0 60.0 60.0 47.8 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 6• 152.6 110.0 8215 110.0 64.0 96.0 110.0 110.0 82.5 110.0 64.0 96.0 110.0 110.0 107.1 110.0 84.5 110.0 110.0 110.0 •T2• ••• .4 1 .0 73 5 110.0 57.1 85.6 110.0 110.0 73.5 110.0 57.185.6 710.0 110.0 95.5 110.0 75.3 110.0 110.0 110. 48• • 83,3 11/00 • 6�1 100.5 52.0 78.0 110.0 110.0 67.0 10D.5 52.0 78.0 110.0 110.0 87.0 110.0 68.7 103.0 110.0 110.0 54' 96" • 70,0 7s.s • • �1h 70.0 48.2 70.D 70.0 70.0 62.1 70.0 48.2 70.0 70.0 70.0 70.0 70.0 63.7 70.0 70.0 70.0 4180• • • • 60.0 60. 60.0 45.4 60.D 60.0 60.0 58.5 60.0 45.4 80.0 60.0 60.0 60.0 60.0 59.9 60.0 60.0 60.0 66' • �.0 A.0 55.7 60.0 43.2 60.0 60.0 60.0 55.7 60.0 43.2 60.0 60.0 60.0 60.0 60.0 57.1 60.0 60.0 60.0 36• 95.2 1 .6 110.0 59.4 89.1 110.0 110.0 76.6 110.0 59.4 89.1 110.0 110.0 99.4 110.0 78.5 110.0 110.0 110.0 042• 0 0 4 • 84,7 110• 0 458.1 102.1 52.8 79.2 110.0 110.0 68.1 102.1 52.8 79.2 110.0 110.0 66.4 110.0 69.8 104.6 110.0 110.0 •4B' • 6.9 1 e*8 -92 8 48.0 72.0 110.0 110.0 61.8 92.8 48.0 72.0 104.3 110.0 80.3 110.0 63.4 95.1 110.0 110.0 •54' •102 60.0 60.0 57.2 60.0 44.4 60.0 60.0 60.0 57.2 60.0 44.4 60.0 60.0 60.0 60.0 60.0 58.6 60.0 60.0 60.0 • gp• • gp,0 �.S • tRe 60.0 41.6 62.4 80.0 60.0 53.6 80.0 11.6 60.0 60.0 60.0 60.0 60.0 54.9 60.0 60.0 0.0 60.0 036" 0 00 70.0 0 70.0 55.5 70.0 70.0 70.0 70.0 70.0 55.5 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 42. • • X0.0 70.0 63.4 70.0 49.2 70.0 70.0 70.0 63.4 70.0 49.2 70.0 70.0 70.0 70.0 70.0 84.9 70.0 70.0 70.0 4g' �" • 70.0 .0 .4 70.0 44.6 66.9 70.0 70.0 57.4 70.0 44.6 68.9 70.0 70.0 70.0 70.0 58.9 70.0 70.0 70. 0054- ••• 60.0 600 5,x.9 60.0 41.1 60.0 60.0 60.0 52.9 60.0 41.1 60.0 50.0 60.0 60.0 60.0 54.3 60.0 60.0 5000 36' 'kO,O- 60.0 60.0 60.0 52.0 60.0 60.0 60.0 80.0 60.0 52.0 60.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 42' • • • 60.0 60.0 59.3 60.0 46.0 60.0 60.0 60.0 59.3 60.0 46.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 48^ 114' 60.0 60.0 53.6 60.0 41.8 60.0 60.0 60.0 53.6 0 60060.01 416 60.0 60.0 60.0 80.0 60.0 54.9 60.0 80.0 80.0 54• 60.0 60.0 49.3 60.0 38.3 57.4 60.0 60.0 49.3 57.4 60.0 60.0 60.0 60.0 50.5 60.0 60.0 60.0 36' 60.0 60.0 60.0 60.0 48.9 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 42" 120• 60.0 60.0 55.7 60.0 43.2 60.0 60.0 60.0 55.7 60.0 60.0 60.0 60.0 60.0 57.1 60.0 60.0 60.0 I8•60.0 60.0 50.3 60.0 39.0 58.5 60.0 60.0 50.3 58.5 60.0 60.0 60.0 60.0 51.5 60.0 60.0 80.0 60.0 60.0 59.6 60.0 46.2 60.0 60.0 60.0 59.6 60.0 60.0 60.0 60.0 60.0 80.0 60.0 60.0 60.0 42' 128' 80.0 60.0 52.5 60.0 40.8 60.0 60.0 60.0 52.5 60.0 60.0 60.0 60.0 Z20 60.0 53.8 60.0 60.0 60.0 48' 58.8 60.0 47.3 60.0 36.7 55.1 60.0 60.0 47.3 60.0 36.7 55.1 60.0 60.0 80.0 48.5 60.0 60.0 50.0 36" 60.0 60.0 56.4 60.0 43.8 60.0 60.0 60.0 56.4 60.0 43.8 80.0 60.0 60.0 60.0 60.0 57.8 60.0 60.0 60.0 42' 132• 80.0 60.0 49.7 60.0 38.5 57.8 60.0 60.0 49.7 60.0 38.5 57.8 60.0 60.0 60.0 60.0 50.9 60.0 60.0 60.0 4g• 55.8 60.0 H.7 60.0 34.7 520 80.0 80.0 44.7 60.0 34.7 52.0 60.0 60.0 58.0 80.0 45.8 60.0 60.0 Lm -.0 SEE SHEET 5 FOR ANCHOR DESCRIPTION PRODUCT REVISSI) a c ,lyng wish the Florida ffl deee 1>,ffau Product Z�r•- 0� e� Q W L N �0 L6` 0 gy'm V oMj� 010c 8 a IV'g QW�f� ME N O c JaM 2 J N CwLL a .20' ci.1 a 8 0 a °° " N W vi N w N (n rn 0 AH V�N'SF •'•. 0 4 0 i E.,70592 an8,2019&C Y STATE drawing no. W17-48 I pRiR NMf. M)l�ParM PPRP p�111:p Pig 'f�4T.:t PPRR Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted MD. •Date Validated Date Pending FBC Approval • • • •••• 0.0 •••Date Approved • • • • • • SummarV of Products SCIS H.— Lop In I User Raglat.d- I Mot TRPks I Submd S...h.q. I Stats A Fads I Publications Con[aR Us I SCIS SRa Map links Saarch 18320.1 Series "500-10" Single Aluminumi"Mtswing • AS •liss•e impact re;sta•t alymi;m outswing door Or • • • • • • • `"* Product Approval USER: Public Usar Insf•llaH"•structiortp • Approved for use in HVHZ: Yes FL18320 R2 tI SS-SIW 500-10 Alum OS ED (LMII-2017 DWG W 17-108.odf Approved for use outside HVHZ: Yes Product Aooroval Menu > ProduR or Aoolica[lon Saarch > Aooliutbn List > APVtkatbn Detail Impact Resistant: Yes Created by Independent Third Party: Yes • • • • E!alugtlog Regis • • FL # FL' 8320 112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived [J Product Manufacturer indows, LLC Address/Phone/Email s Ave Suite 102 FL 33445 =necker0slwiAmp3aSc1'wiCndows, 2iw i mpac[wi ndows. com Authorized Signature lavad Ahmad veronica@afceng.com Technical Representative Chris McDonald Address/Phone/Email 975 S. Congress Ave Suite 102 Delray Beach, FL 33445 (561)274-9392 crncdonald@siwimpactwindows.com Quality Assurance Representative William Fernandez Address/Phone/Email 975 S. Congress Ave Suite 102 Delray Beach, FL 33445 (561) 274-9392 wfemadez@siwimpactwindows.com Category wing=m. (Sr'.rDoXSubcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C7 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report lavad Ahmad Florida License PE -70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 2/31/2019 Validated By z, P.E. El Validation Checklist - Hardcopy Received Certificate of Independence FLIS320 R2 COI SS -500-9-10-11-12 OS A Door(LMI)-CI 2017.odf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted MD. •Date Validated Date Pending FBC Approval • • • •••• 0.0 •••Date Approved • • • • • • SummarV of Products FL i Model, Number or Name • • • • • DesA-I Hon • • • 18320.1 Series "500-10" Single Aluminumi"Mtswing • AS •liss•e impact re;sta•t alymi;m outswing door Entrance Door • • • • • • • • • • Limits of Use • • Insf•llaH"•structiortp • Approved for use in HVHZ: Yes FL18320 R2 tI SS-SIW 500-10 Alum OS ED (LMII-2017 DWG W 17-108.odf Approved for use outside HVHZ: Yes Verified By: lavad Ahmad PE #70592 Impact Resistant: Yes Created by Independent Third Party: Yes • • • • E!alugtlog Regis • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Design Pressure: +55/-55 FL18320 R2 AE SS-SIW 500-10 SinDle Alum OS (LMII-PAE 2017. odt Other: See drawing W17-108 for installation details Created by Independent Third Party: Yes is • • • • • • • • • • • •• • is • • • • • • • • • • • • 18320.2 Series "500-11" Aluminum Outswing Entrance Large missile impact resistant aluminum outswing door • • • • • • • Door • • • • • •• •• • • Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL18320 R2 II SS-SIW 500-11 Alum OS ED (LMII-2017 DWG W17-107.Ddf Approved for use outside HVHZ: Yes Verified By: Javad Ahmad PE #70592 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: See drawing W17-107 for span vs load combinations and installation details FL18320 R2 AE SS-5IW 500-11 Alum OS ED (LMI)-PAE 2017.ndt Created by Independent Third Party: Yes 18320.3 Series "500-12" Aluminum Outswing Door Large missile impact resistant aluminum outswing door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL18320 R2 II SS-SIW 500-12 Alum OS (LMII-2017 DWG W 17-55.odf Approved for use outside HVHZ: Yes Verified By: Jawad Ahmad PE 70592 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: See drawing W17-55 for span vs load combinations and installation details. FL18320 R2 AE 55-SIW 500-12 Alum OS (LMD-PAE 2017.odf Created by Independent Third Party: Yes 18320.4 Series "500-9" Aluminum Outswing Door W/Wo lInge missile impact resistant aluminum outswing door Sidelite or Transom < Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL18320 R2 II 55-500-9 OS A Door (LMII-2017 DWG W15-45.odf Approved for use outside HVHZ: Yes Verified By: Javad Ahmad PE# 70592 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +80/-80 Evaluation Reports Other: See drawing W15-45 for span vs load combinations and installation details. FL18320 R2 AE SS -500-9 OS A Door (LMI)-PAE 2017.odf Created by Independent Third Party: Yes Contact Us :: 2801 Bkir Sone Road. Tallaheass. FL 32399 phon.� 850-48]-1824 Th. State of Florida Is an AA/EE0 employ,,. CoevrMM1t 200]-2013 Stete of Florida.:: M— Statement :: Am,baib111N Statement :: Refund 5tetement Under Florida law, ,man addresses are public records. If you do not want your, -mall address mlaassd In ,..pens, to a publk-ram,d, request, do not send electronic mail to this entity. Instead, co — the offlce by phone or by tred8bnal mall. If you have any o—lona, phase can— 850.487.1395. 'Pursuant to S—im, 455.275(1), Florida statutes, eRectW. Wolter 1, 2012, Ikens,es 11—sed under Ch ipt„ 455, F.S. must provide the Department with an email address if they have one. The .mails provided may b, uead for ofid,l communkatlon wIth the licensse. however email address,. are public ,.cord. If you do not wish to supply , personal ddm,,, pl.ase provkle the Department with an email address which can be male ,,,liable to the publk. To determine If you are a Ike— und,r Chapt., 455, F.S., plea,, click jl�. Prodlu�0 Approvaeee l Apb: ®i 1 m ® E Crock Card .Safe •• ••• • •• •• ••• • • • • •• • • • • • ••• • • • •- • •• is • • • • • • • • • • • •• • is • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • Is • •• •• ••• • • • • • • • • • ••• • • • • ••• • • • • • •• •• • • %WAL-FAROOQ CORPORATION UsCONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 18320 Date: 11/09/2017 Detailed Product Description: Manufacturer: SIW IMPACT WINDOWS, LLC Manufacturer Address: 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. 33445 Model Name: SERIES "500-9" ALUMINUM OUTSWING DOOR W/WO SIDELITE OR TRANSOM Maximum Frame Width: 76" (XX), 39-3/8" (X), 60" (0) Maximum Frame Height: 108" Maximum Load: +80 PSF, -80 PSF (Large Missile Impact) Installation Drawings # W15-45 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads and anchor type. Comparative analysis used X Yes No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TI N Black Water Testing Inc. 06/10/2013 BT-SIW-13-001 Yamil Kuri, P.E. ASTM E283 Air Infiltration Leakage & 10/25/2013 BT-SIW-13-006 Yamil Kuri, P.E. Hurricane Engineering & 11/01/2007 HETI-07-4337 Candido F. Font, P.E. Testing, Inc. 11/01/2007 HETI-07-4339 Candido F. Font, P.E. 06/30/2009 HETI-09-2572A Candido F. Font, P.E. ASTM E331 Water Black Water Testing Inc. 06/10/2013 BT-SIW-13-001 Yamil Kuri, P.E. OR ASTM 547 Penetration & 11/01/2007 HETI-07-4339 Candido F. Font, P.E. & TAS 202 Hurricane Engineering & 06/30/2009 HETI-09-2572A Candido F. Font, P.E. Testing, Inc. ASTM E330 Uniform Static Black Water Testing Inc. 06/10/2013 BT-SIW-13-001 Yamil Kuri, P.E. & TAS 202 Air Press. & 10/25/2013 BT-SIW-13-006 Yamil Kuri, P.E. Hurricane Engineering & 11/01/2007 HETI-07-4337 Candido F. Font, P.E. Testing, Inc. 11/01/2007 HETI-07-4339 Candido F. Font, P.E. 11/01/2007 HETI-07-4372 Candido F. Font, P.E. 10/01/2008 HETI-08-2184A Candido F. Font, P.E. 06/30/2009 HETI-09-2572A Candido F. Font, P.E. •• ••• • • • • • •• AAMA 1304 Forced Entry Black Water Testing IfiG. 46/15/12013 • BST- • W-13-001 Yamil Kuri, P.E. & 10A5;2013: :04-SIA413-006 Yamil Kuri, P.E. 90. Hurricane Engineering & • • II 11/0172003 FFETi!87-4339 Candido F. Font, P.E. Testing, Inc. 06/30/2009 HETI-09-2572A Candido F. Font, P.E. •• • • • • • • • • • • • • • • • • • • • *00 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 F: 305.262.6978 1 www.afceng.com I alfarooq@afcens.com ••• • • • ••• • • Supplemental Tests (Tested in accordance with TAS -201 and TAS -203) O e a . FBC 1626.2 Large Missile Black Water Testing Inc. 06/10/2013 BT-SIW-13-001 Yamil Kuri, P.E. (TAS 201 & 203) Impact & & 10/25/2013 BT-SIW-13-006 Yamil Kuri, P.E. ASTM E 1886 & Cyclic Hurricane Engineering & 11/01/2007 HETI-07-4371 Candido F. Font, P.E. ASTM E 1996 Testing, Inc. 11/01/2007 HETI-07-4373 Candido F. Font, P.E. 11/01/2007 HETI-07-4374 Candido F. Font, P.E. 11/01/2007 HETI-07-4377 Candido F. Font, P.E. 10/01/2008 HETI-08-2184B Candido F. Font, P.E. 06/30/2009 HETI-09-2573 Candido F. Font, P.E. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: 1 P.D AIN, bE ...9p '.. No 70592 Javad Ahmad PE # 70592 ' 9 . ST OF , OR 10P,: N�� AI-Farooq Corporation EB # 3538... %, Sealed: 12/6/2017 '110111111111", .. ... . . • . . •• . ......... . .. ... .. . . . .. .. . . . . . . . . . . . . . . . . . . . .. .. ... .... 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcene.com I alfarooq@afceng.com • • • • • • • • • • 3/16' HEAT STREN'D GLASS 090• Interloyer r 7rosifol PVB 1 6y Kumray America, Inc.' 1 x3/16' HEAT STREWD GLASS 17 \ Y 3 I' 12\1 1 � 1 6' HEAT STREN'D GLASS By 'Kuraray America, Inc.' ,-3/16• HEAT STREN'D GLASS \\ 11 I II �W 995 E \\II l II _/_DOW 995 NON STRUCTURAL DECORATIVE GRILL SOUD ALUM BAR OPTIONAL i I / GLASS TYPE 'A' GLASS TYPE 'B' ALTERNATE GLAZING DETAIL 7/16' OVERALL LAM. GLASS 7/16' OVERALL LAM. GLASS GLASS TYPES 'A' & 'B' 5/32• TEMP. GLASS %DERATVE 3/16• TEMP. GLASS NR SPACE AT STREWD GLASS 3/16' HEAT STREN'D GLASS Into er 090' Interlayer ol PVB Trosifol PVB urcroy America, Inc.' By 'Kuroray America, Inc.' /32' HEAT STREWD CLASS 3/16' HEAT STREWD GLASS SILICONE SILICONE DOW 995 DOW 995 oL h 7 1! �1 0 o \\ / \� CARDINAL XL EDGE SPAC \ / \ / ST. STEEL EI GLASS TYPE 'C' GLASS TYPE 'D' 1. OVERALL LAM. INSUL. GLASS 1OVERALL LAI. INSUL GLASS GAZING OPTIONSOPTIONS — 664SS�YPCS. — �v DI Y GRILLE SHAPES VARY Z ro • D 3 • O1 • • • j q C � A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND PRODUCT VISED ON THIS PRODUCE TION INSTALED Z `ai5 0�Q 0 o o DOORS WITH STD. SILL APPROVED FOR INSTALLATIONS•11RiEf WATER •• • INFILTRATION RESISTANCE IS REQUIRED. 900 • • • DOORS WITH ADA THRESHOLDS NOT APPROVED FOR INSiALLATAONS WHWI • • • PROVIDED HE/SHE DO S DEAtLEO DOES NOT DEVIATE FROM THE CONDITIONS OETAIIED THESE DOORS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. � 0 �I>4 • • • • • WATER INFILTRATION RESISTANCE IS REQUIRED. • • • • SHUTTERS ARE NOT REQUIRED. O�H • SMS REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION)•FLORIDA • • BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE (HVHZ). b GRILLE MIN' SERIES 500-9 O 0 '� Gra RRZONE • • • • • • 19Y OR 2BY WOOD BUCKS @ BUCK FASTENERS BY 6 ERS A • AL INUM OUTSWING N RANCE DOOR ,Z ALTERED BY ANY MEANS. SINGLE (X RS W/O TRANSOM SEE SHEET% 2 & 3. 1�� 4F— aQJ �' SINGLE (0/X) AND DOUBLE (0/XX) LEAF DOORS WI TRBPITgMS SEE SRI" 4. O -Ja � 7F ii • • �SFF{{EE SINGLE AND DOUBLE LEAFDOORSWITH SIDEUTES S E ET•5: • • d6 • • • • SEE SHEET 2 FOR GLASS TYPES AND LOCKING OPTIONS. • v drawing n0. • SEE SHEET 3 FOR GLASS TYPE AND ADA SILL • • • • • • ,•• %'��•••....... 31n to rn o — 664SS�YPCS. — FL 18320 °<< LOWER VALUES FROM TRANSOM/SIDELITE CAPACITY CHART OR DOOR CAPACITII • v • O1 • • • j • • WILL APPLY TO ENTIRE SYSTEM. • • • • A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND PRODUCT VISED ON THIS PRODUCE TION INSTALED C 1 JO&"a DOORS WITH STD. SILL APPROVED FOR INSTALLATIONS•11RiEf WATER •• • INFILTRATION RESISTANCE IS REQUIRED. 900 • • • DOORS WITH ADA THRESHOLDS NOT APPROVED FOR INSiALLATAONS WHWI • • • PROVIDED HE/SHE DO S DEAtLEO DOES NOT DEVIATE FROM THE CONDITIONS OETAIIED �• EiT�,� • • • • • • WATER INFILTRATION RESISTANCE IS REQUIRED. • • • • pi(••i Z N _j N LL • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO CQMP%1 4 THE • REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION)•FLORIDA • • BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE (HVHZ). b �� • RRZONE • • • • • • 19Y OR 2BY WOOD BUCKS @ BUCK FASTENERS BY 6 ERS A • Z m "' ALTERED BY ANY MEANS. BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER 1 �l.�Dr PI DUCT LO&DS I aQJ �' • • TO THE BUILDING STRUCTURE. • • �• } — Tri • • • • ENGINEER OR ARCHITECE WHICH WMl BECOME THE ENGINEEn OF RECORD (EOR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER v drawing n0. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS* • • • AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE ,•• %'��•••....... 31n to rn o ••••• p�``� '///""ONA`,II `` MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, THE PROFESSWINL ENGINEER OF RECORD THAT PREPARED RHE 1111111 r! 9I16GL 1 Of I6 Sealed: 1277/2017 0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. c R THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 4 0 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. o CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. c o LABELING TO COMPLY WITH SECTION 1709.9.2. 0 0 0 FL 18320 °<< A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND PRODUCT VISED ON THIS PRODUCE TION INSTALED r!°!. M•;��L/� PROVIDED HE/SHE DO S DEAtLEO DOES NOT DEVIATE FROM THE CONDITIONS OETAIIED ., Pv • /�� R ON n11S DOCUMENT. OCU ` ' IiG� • ' v 1 b B -THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF i �• 700562 S ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECE WHICH WMl BECOME THE ENGINEEn OF RECORD (EOR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER iT :• drawing n0. USE OF THE P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED SPECIFIC EER TO THE PE.D. ENGINEER SMALL SUBMIT TO THIS UTTER THE SITE ,•• %'��•••....... DRAWINGS FOR REVIEW. D P.E.O. SHALL OEM DATE AND ORIGINAL SEAL AND SICNATURE OF ••••• p�``� '///""ONA`,II `` W15-45 THE PROFESSWINL ENGINEER OF RECORD THAT PREPARED RHE 1111111 r! 9I16GL 1 Of I6 Sealed: 1277/2017 DOORS WITH STD. 3 POINT LOCKING HARDWARE( L 39 3/8' MAX. 76" MAX. U3 FRAME WIDTH FRAME WIDTH ' N 13 3/4 13 3/4' Z J 5 1/2" MAX. MAX. 5 1/2" MAX. MAX. _O HEAD/SILL A g� HEAD/SILL A SILL F" i 2 al CORNERS CORNERS il `�I C v O O. J E cv I4 IL I liy oW HEAD ANCHORS AT STILE ENDS O b C (7) AT 3" O.C. v p a asC D •••• Q ma mo C R-_ 1 Mo <o <o / li 41V _ <o <o / i M \ • • • Q u71 It, : - �i�' ._._ _.. ... ._ • • • 1 U `3 x Sol o ii i •••••• �•••• = ••4.• • w m �i�� LOCKING SEE SHEET 14 FOR LOCKING QPTIONS • ••i• m. 52 NY T( oPnGNs AT ACTIVE &INACTIVE L F5� ' • W �o r • �� _____ILLL •I �� \' \ 'I I SEE SHEET 14/ �••••• ' ' �j1� •••••• ••••• z M " Jt' •••••• Z� \ OPNOLOCKING NS I \ i / • • • 3 _ \ I SEE SHEET 14 I \ I 1v.Z ' ' • ' F- U• • ' I. \ i I. I ri • • ••••• � la�l .nY .. • . .• �'r'b • ACTIVE AINACTIVE - T ACTIVE • • • -'Y ' •••• 3^W SURFACE APPLIED SURFACE APPUED _ 'n 3" AL N m FALSE MUNTINS OR B mw FALSE MUNTINS OR B m6 6 1/2 0 DECORATIVE GRILL DECORATIVE GRILL MAX. MAY BE USED 29 9/16' MAX. 1n � � MAY BE USED 26 9/16" MAX. � U SILL CORNER ANCHORS D.L. OPG. D.L. OPG. AT ADA THRESHOLD ONLY 36 9/16" MAX. 36 9/16' MAX. DOOR LEAF WIDTH DOOR LEAF WIDTH SILL ANCHORS AT STILE ENDS (7) AT 3. O.C. p TYPICAL ELEVATION TYPICAL ELEVATION ( XX ) I ,? EXT.(+) DESIGN LOAD IS BASED ON STD. SILL SEE SHEET 1 FOR GLASS TYPES DESCRIPTION. SEE SHEET 14 FOR LOCKS AND HINGES DESCRIPTION GLASS D.L.O. FORMULAE: D.L.O. WIDTH = FRAME WIDTH - 9.813" (X DOORS) _ (FRAME WIDTH - 22.8757/2 (XX DOORS) • D.L.O. HEIGHT = FRAME HEIGHT - 11.5" (4" BOTTOM RAIL) = FRAME HEIGHT - 13.5" (6" BOTTOM RAIL) = FRAME HEIGHT - 15.5" (8" BOTTOM RAIL) • USING 120305 (1/2" HT.) THRESHOLD NOTE: GLASS CAPACITIES ON THIS SHEET ARE DOORS LOAD CAPACITY - PSF BASED ON ASTM E1300-09 (3 SEC. GUSTS) • AND FLORIDA BUILDING COMMISSION SINGLE (X) OR DOUBLE (XX) DOORS 111THOUT TRANSOM DECLARATORY STATEMENT DCA05-DEC-219 u o c SINGLE DOOR (X) DOUBLE DOOR (XX) GLASS LACES �R HINGES DIMS. DIMS. C TYPE 'A' TYPE 'B' TYPES 'C' h 'D' TYPES 1. 3 1 TYPE 4 TYPE 5 QUANTITY F1R06MEIGHT EOTH drawing no. l7(T.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXr.(+) INT.(-) PER HFRAMEEIGHT 76' 80' 70.0 70.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 62.0 62.0 3 039-3/8- T108- 76' 97-3/4" 70.0 70.0 80.0 80.0 60.0 111 60.0 80.0 60.0 60.0 62.0 62.0 4 76" 108' 70.0 70.0 80.0 80.0 - - 80.0 80.0 - - - - 4 EXT.(+) DESIGN LOAD IS BASED ON STD. SILL SEE SHEET 1 FOR GLASS TYPES DESCRIPTION. SEE SHEET 14 FOR LOCKS AND HINGES DESCRIPTION GLASS D.L.O. FORMULAE: D.L.O. WIDTH = FRAME WIDTH - 9.813" (X DOORS) _ (FRAME WIDTH - 22.8757/2 (XX DOORS) • D.L.O. HEIGHT = FRAME HEIGHT - 11.5" (4" BOTTOM RAIL) = FRAME HEIGHT - 13.5" (6" BOTTOM RAIL) = FRAME HEIGHT - 15.5" (8" BOTTOM RAIL) • USING 120305 (1/2" HT.) THRESHOLD NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 u o c `111\11111!/r7j o �R ��Q.'•.• drawing no. �'�iS�OAIAL W1 5-45 -2-f FL # 18320 11111111111\1 sheet 16 Sealed: 12/7/2017 DOORS WITH SURFACE APPLIED PANIC HARDWARE 39 1/4" 76 1/16' FRAME WIDTH FRAME WIDTH 5 1/Y MAX. 5 1/2' MAX. HEAD/SILL Al ... _ . HEAD/SILL Al ... .. B1 ' .w z C 26 9/16" MAX. D.L. OPG. 36 9/16' MAX. DOOR LEAF WIDTH TYPICAL ELEVATION ( X ) DOOR OPTIONS DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) GLASS TYPE 'B' DOOR DIMS. ADA THRESHOLD FRAME I FRAME EXT.(+) INT.(-) WIDTH HEIGHT 39-1/4' 97-3/16" 62.0 62.0 Z 2k R z W s 3: 91 L) HEAD ANCHORS AT STILE ENDS (7) AT 3' O.C. Q p B1 1 26 9/16' MAX. 2 D.L. OPG. 36 9/16' MAX. SILL ANCHORS AT STILE ENDS DOOR LEAF WIDTH (7) AT 3' O.C. TYPICAL ELEVATION ( XX ) DOORS WAD CAPACITY - PSF DOUBLE DOORS (XX) GLASS TYPE 'B' DOOR DIMS. ADA THRESHOLD FRAME FRAME EXT.(+) INT.(-) WIDTH HEIGHT 76-1/16' 97-3/18' 82.0 62.0 NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. DOOR D.L.O. DIMS, D.L.O. HEIGHT = FRAME HEIGHT - 13.313" (6" BOTTOM RAIL) D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.625" D.L-Q. WIDTH (XX DOORS) _ (FRAME WIDTH — 22.875)/2 it p 00000 • • • • • 0000 • • 00 0 Qp �t 000:0* • • • • • • • • • • 090000 • ._. • 0 • SEE SHEET 14 FOR LOCI, tMRI:TION • CJ ! • • a AND SHEET 9 FOR DETAIL. • , • • • • • • • Q • q •00• •W'" • • •• 00 0.000 S� S Q/L)W • :so:*: • •• 3w� W VQL5•� • • • .99•• • • • ? QF • • •• �Y�•• (Nrno y \ n R 0 EE w J SEE SHEET 14 r w n m J SHEET 14 i\ \ � SVR / \ \ 1 I SEE.•SHJEET 14 B1 ' .w z C 26 9/16" MAX. D.L. OPG. 36 9/16' MAX. DOOR LEAF WIDTH TYPICAL ELEVATION ( X ) DOOR OPTIONS DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) GLASS TYPE 'B' DOOR DIMS. ADA THRESHOLD FRAME I FRAME EXT.(+) INT.(-) WIDTH HEIGHT 39-1/4' 97-3/16" 62.0 62.0 Z 2k R z W s 3: 91 L) HEAD ANCHORS AT STILE ENDS (7) AT 3' O.C. Q p B1 1 26 9/16' MAX. 2 D.L. OPG. 36 9/16' MAX. SILL ANCHORS AT STILE ENDS DOOR LEAF WIDTH (7) AT 3' O.C. TYPICAL ELEVATION ( XX ) DOORS WAD CAPACITY - PSF DOUBLE DOORS (XX) GLASS TYPE 'B' DOOR DIMS. ADA THRESHOLD FRAME FRAME EXT.(+) INT.(-) WIDTH HEIGHT 76-1/16' 97-3/18' 82.0 62.0 NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. DOOR D.L.O. DIMS, D.L.O. HEIGHT = FRAME HEIGHT - 13.313" (6" BOTTOM RAIL) D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.625" D.L-Q. WIDTH (XX DOORS) _ (FRAME WIDTH — 22.875)/2 it p 00000 • • • • • 0000 • • 00 0 Qp �t 000:0* • • • • • • • • • • 090000 • ._. • 0 • SEE SHEET 14 FOR LOCI, tMRI:TION • CJ ! • • a AND SHEET 9 FOR DETAIL. • , • • • • • • • Q • q •00• •W'" • • •• 00 0.000 S� S Q/L)W • :so:*: • •• 3w� W VQL5•� • • • .99•• • • • ? QF • • •• �Y�•• (Nrno y J�.. Q r` ... Vicer4sF ,• � • ^ N NO.70692 - C A drawing no. W15-45 FL #18320 Sealed: 1217/2017 SINGLE OR DOUBLE DOORS WITH TRANSOM CAPACITY - PSF FRAME/ 39 3/8' MAX. GLA93 TYPE GLASS TYPE 'B' GIASS TYPE 76• MAX. DOOR TRANSOM A' DOOR/TRWSOM FRAME WD. 'C' I HEIGHT EXT.(+) WT(-) E(T.(+) INT.(-) DDOR/TRANSOM FRAME WIDTH WIDTH HEIGHT 37 1/8" 68.4 68.4 68.4 68.4 73 3/8" MAX. 72' 30- 65.1 TRANSOM LEAF W. 65.1 85.1 60.0 60.0 (xx) TRANSOM LEAF WIDTH 36- 82.2 82.2 82.2 13 3/4' 60.0 60.0 96" 13 3/4- 61.0 61.0 81.0 5 1/2' MAX. HEAD/SILL MAX, HEAD F SILL .. (2) ANCHORS AT TRANSOM ENDS ALI LOADS 5 1 2 MAX. / • HEAD/SILL 10' MAX' ��-`-yI HEAD F }y' SILL 58.1 58.1 58.1 58.1 CORNERS 36' 1 55.4 55.4 56.4 CORNERS yam{ I I I 24' 62.2 62.2 62.2 62.2 - - _ W. 59.5 59.5 59.5 59.5 - - (XX) 38" 57.0 57.0 57.0 57.0 - - Joe. 24' 55.4 x 55.4 55.4 - - 76'30' I 11 II 53.0 53.0 53.0 m - - r 0 36" 50.8 50.8 50.6 50.8 - - 39(; 8' 'm 36" n 0 ____JL_____JL 80.0 60.5 W. 39 3/8' 108" 38' 70.0 70.0 50.0 4bO.0 - •- • (x) • Ib' j m I SINGLE OR DOUBLE DOORS WITH TRANSOM CAPACITY - PSF FRAME/ GLA93 TYPE GLASS TYPE 'B' GIASS TYPE TRANSOM DOOR TRANSOM A' 'C' I HEIGHT EXT.(+) WT(-) E(T.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT 24' 68.4 68.4 68.4 68.4 60.0 60.0 72' 30- 65.1 65.1 65.1 85.1 60.0 60.0 (xx) 36- 82.2 82.2 82.2 82.2 60.0 60.0 96" 24" 61.0 61.0 81.0 61.0 60.0 60.0 76' 30' 56.1 56.1 58.1 58.1 58.1 58.1 (EX) 36' 1 55.4 55.4 56.4 55.455.4 55.4 24' 62.2 62.2 62.2 62.2 - - _ W. 59.5 59.5 59.5 59.5 - - (XX) 38" 57.0 57.0 57.0 57.0 - - Joe. 24' 55.4 $5.4 55.4 55.4 - - 76'30' 53.0 53.0 53.0 53.0 - - (xx) 36" 50.8 50.8 50.6 50.8 - - 39(; 8' 98' 36" 70.0 70.D, 80.0 80.0 60.5 W. 39 3/8' 108" 38' 70.0 70.0 50.0 4bO.0 - •- • (x) • V3 Q q J a �O f6 0 0gRgm V, pq or. ^ 46 Q W 01 I mn Ig MCFn N' CQf 7S&J_- • • • • • • FOR LOCKS AND HINGES LIMITATIMPAL0 SHEETS 2 h 14. •000 j�Y • m' • ANCHORS • • • • a Jho w • AT TRANSOM ENDS 0000 • • • ALL LOADSE • ••• • n • = •••• mo i as a I 0 - -- -- •••••••• pg•0• •Y 4 4,8 •Y 4 D.L.O. HEIGHT (TRANSOM) = TRANSOM j�Aj �-I[IfjHT - 10" • Z N rn u / II rn N m / Ii _ D.L.O. WIDTH (TRANSOM) - TRANSOM •EAF MNDT•Y - 10" ••••• 3 wf3 _. 81 • ._o p I 00* o . Q • • '1% i 'm. g iv LOCKING i� -a • • • a uN OPTIONS / • • • • W 3 ^ w SEE / Arno SHEET 14/ LOCKING -L �j OPTIONS / II \ 1 SEE SHEET 14 / 0 ACTIVE \I INACTIVE - T ACTIVE �� __II I u SURFACE APPLIED f0 SURFACE APPLIED , _ _ , rn FALSE MUNTINS OR B m w FALSE MUNTINS OR B \ m w 8 1/2' 11111 DECORATIVE GRILL ¢ DECORATIVE GRILL MAX, c • MAY BE USED 28 9/16 MAX. ;n u MAY BE USED 26 9/16' MAX. .n c0i 2 0 SILL CORNER ANCHORS D.L. OPG. D.L. OPG. AT ADA THRESHOLD ONLY u o 2 c 36 9/16` MAX. 36 9/16" MAX. SILL ANCHORS AT STILE ENDS DOOR LEAF WIDTH DOOR LEAF WIDTH (7) AT 3' O.C. :�Q •'•.• OF � � drawing no. '��sS�oNA� E��'�•� ` W 15-45 FL #18320 �TTTIII11111� sheet 4 of 16 Sealed: 12/7/2017 SINGLE (STATIONARY) SIDELITE UNIT (SEE DETAIL IN SHEET 11) 39 3/8' MAX. 13 3/4' 5 1/2' MAX. I HEAD HEAD/SILLI 1O 1 SILL I SURFACE APPLIED U" FALSE MUNTINS OR swHMERTE E iIT K MOE DECORATIVE GRILL -- MAY BE USED 29 9/16 MAX. D.L. OPG. <U SIMUIL WIDTH HEIGHT II 39-3/8' 97-3/4' 70.0 70.0 80.0 1 80.0 80.0 60.0 = - - jr I I Cys v c '� cr pO Nw 0a�0 .' mm o ii • {L Z'1 _ g • • 0000 J�� _ •• 0000•• i• • • 0000•• • "J'' • W • SURFACE APPLIED U" FALSE MUNTINS OR DECORATIVE GRILL GLASS TYPES MAY BE USED 29 9/16 MAX. D.L. OPG. FRAME FRAME EXT.(+) INT.(-) EXT.(+) INT.(-) 36 9/16' MAX. SIOEUTE LEAF WIDTH WIDTH HEIGHT TYPICAL ELEVATION ( O ) SIDELITE LOAD CAPACITY - PSP U" STAND ALONE STATIONARY PANEL (0) GLASS TYPE GLASS TYPE GLASS TYPES SIDELITE DIMS. 'A' 'B' 'C' & 'D' FRAME FRAME EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT 39-3/8' 97-3/4' 70.0 70.0 80.0 1 80.0 80.0 60.0 39-3/8' 108' 70.0 70.0 80.0 1 80.0 - - 'p:•• VGeN '''�O � � s 1 \ No. Alm _ 8 6 b � drawing no. t� •. oam��,� W15-45 sem: •• FL #18320 Sealed: 1217/2017 U" N N q M w 3 Q y q J e d7 C I L° � jr Cys v c '� cr pO 0a�0 • {L Z'1 _ g • • 0000 J�� _ •• 0000•• i• • • 0000•• • "J'' • W • .... • • 0 O It C 0 . ... •0000 SWql� lr�^ •• 0900 >0 gf�ly • 9•••09• • • 3V) • 44 • N Q4600 a • 0 0009 W �} U) -j to O) c av 'p:•• VGeN '''�O � � s 1 \ No. Alm _ 8 6 b � drawing no. t� •. oam��,� W15-45 sem: •• FL #18320 Sealed: 1217/2017 FOR GLASS TYPE 'A' LIMIT MAX. DESIGN LOADS TO ±70.0 PSF EXT.(+) DESIGN LOAD IS BASED ON STD. SILL 169 3/4' 13 3/4' TESTED FRAME WIDTH 6' 5 1/2' MAX. ' q^� �3' (6) ANCHORS HEAD/SILL O HEAD/SMAX'ILL Y __ I Irr-AT HEAD/SILL CORNERS I I 1 I I I I I I I DESIGN LOAD CAPACITY - PSF SIDEUTES WITH SINGLE OR DOUBLE LEAF DOORS gDEL1TE WIDTH INCHES DOOR FRAME HEX7R INCHES GLASS TYPE 'A' (SEE NOTE BELOW) GLASS TYPE 'B' GLASS TYPES 'C' k 'D' NARROW STILE NARROW STILE WIDE STILE SIDELITE SIDE11T'E SIDELITE W/O REINF. WITH REINP. 11/0 REINF. NARROW STILE WIDE STILE SIDELITE W/0 REINF. EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) IM.(-) 30 36 42 46-7/8 48 52 54 5868.6 60 80 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0$0.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 80,0 - - 80.0 80.0 80.0 80.0 80.0 80.0 - - 73.8 73.8 73.8 73.8 73.8 73.8 - - 71.1 71.1 71.1 71.1 71.1 71.1 - - 68.6 68.6 68.6 68.6 68.6 - - 64.0 64.0 64.0 64.0 64.0 64.0 - - 30 36 _ 42 46-7/8 48 52 54 56 60 _ 84 80.0 80.0 80.0 80.0 80.0 80.0 60.0 - _.60.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 - - 73.8 73.8 73.8 73.8 73.8 73.8 - - 71.1 71.1 71.1 71.1 71.1 71.1 - - 68.8 88.6 68.6 88.6 68.6 68.6 - - 84.0 64.0 64.0 64.0 64.0 64.0 - - 30 36 42 46-7/8 48 52 54 56 90 80.0 80.0 80.0 50.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 80.0 80.0 1 80.0 80.0 - - 73.8 73.8 73.8 73.8 73.8 73.8 - - 71.1 71.1 71.1 71.1 71.1 71.1 - - 68.6 68.6 68.8 68.6 68.6 68.6 - - 30 36 42 46-7/8 48 52 54 96 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 76.0 76.0 76.0 76.0 76.0 76.0 - - 75.1 75.1 75.1 75.1 75.1 75.1 - - 71.8 71.8 71.8 71.8 71.8 71.8 - - 70.2 70.2 70.270.2 70.2 70.2 - - 30 36 42 46-7/8 48 52 97-3/4 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 79.1 79.1 79.1 79.1 79.1 79.1 - - 74.7 74.7 74.7 74.7 74.7 74.7 - - 73.7 73.7 73.7 73.7 73.7 73.7 - - 70.5 70.5 70.5 70.5 70.5 70.5 - - 30 36 42 46-7/8 48 102' 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 - - 75.8 75.8 75.8 75.8 75.8 75.8 - - 71.6 71.6 71.6 71.6 71.6 71.6 - - 70.6 70.6 70.6 70.6 70.6 70.6 - - 30 36 42 48-7/8 46 1O8' 79.7 79.7 80.0 80.0 80.0 80.0 - - 73.2 73.2 77.3 77.3 77.3 77.3 - - 67.7 67.7 71.8 71.6 71.8 71.8 - - 63.7 63.7 67.8 67.6 87.6 87.6 - - 62.9 62.9 1 66.7 66.7 FOR GLASS TYPE 'A' LIMIT MAX. DESIGN LOADS TO ±70.0 PSF EXT.(+) DESIGN LOAD IS BASED ON STD. SILL 169 3/4' 13 3/4' TESTED FRAME WIDTH 6' 5 1/2' MAX. ' q^� �3' (6) ANCHORS HEAD/SILL O HEAD/SMAX'ILL Y __ I Irr-AT HEAD/SILL CORNERS I I 1 I I I I I I I U" I .n Z^ • 3 2 Loi U _ 0 a�as oq 0000 LLO W p�C� p 0000 yZ�Zlp ,S?y 3� •• QW02� • u SIDELITE WITH DOOR y; •' J • n • • �••• W J N �N •1 !AGooo • _ CRID ��""ll0Il^IL1 VA. 0 sheet 50116 0 • ZN J 3w m pA well • 00004 � O L�i n • NARROW SIDEUTE K ; NARROW SIDEUTE WIDE I I I=Al \ 41.6 SIDEUTE1_-Ji Nqq a4� WIDE SIDEUTE '�y I �/ • • D I I I� I� � 0000•• \\ I I I 0000•• it \ \iIt I / •� • i I - _ _ -I I - I • • 621) 71 INACTIVE I ACTIVE - - - - U" I .n Z^ • 3 2 Loi U _ 0 a�as oq 0000 LLO W p�C� p 0000 yZ�Zlp ,S?y 3� •• QW02� • I I I' it I 61 • I Ia4p a SURFACE APPLIED - - ' 26 9 16' MAX. - - • • ♦ ♦ 0_ FALSE MUNTINS D.L. OPG. / • 2¢S m UI } h • MAY BE USED D.L. OPG. (OXXO) • f 10 - " NARROW/WIDE 36 9/16" MAX. '^ �r, p SIDELITE WIDTH DOOR LEAF WIDTH SILL ANCHORS AT STILE ENDS NOTE: 1 1/4' (7) AT 3' O.C. THE FRAME AREA OF ALTERNATE SIZE MUST NOT 76' MAX. DOOR WIDTH (XX) EXCEED TESTED FRAME AREA = 127.31 S0. FT. 39 3/8' MAX. DOOR WIDTH (X) REINF. AS REOD. SEE CHART © SIDELITE LEAF WIDTH - SIDEUTE WIDTH - 1 3/8' NARROW STILE SIDELITE WITH DOOR (W/WO REINFORCEMENT) INSTRUCTIONS$ USE CHARTS AS FOLLOWS. 1, SELECT SINGLE OR DOUBLE DOORS CAPACITY. CLASS TYPES AND LOCKING OPTIONS FROM TABLES ON SHEETS 2 k 3. Z. SELECT LOWER OF SIDEUTE TO DOOR MULLION CAPACITY FROM TABLE ABOVE. 3, LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. EXT. (� LEAF WIDTH DOOR FRAME WIDTH )TH WIDE STILE �� u SIDELITE WITH DOOR y; •' J • n • • �••• W J N �N •1 !AGooo • _ CRID ��""ll0Il^IL1 VA. 0 sheet 50116 0 • ZN J 3w m pA well • 00004 � O L�i n • I I I' it I 61 • I Ia4p a SURFACE APPLIED - - ' 26 9 16' MAX. - - • • ♦ ♦ 0_ FALSE MUNTINS D.L. OPG. / • 2¢S m UI } h • MAY BE USED D.L. OPG. (OXXO) • f 10 - " NARROW/WIDE 36 9/16" MAX. '^ �r, p SIDELITE WIDTH DOOR LEAF WIDTH SILL ANCHORS AT STILE ENDS NOTE: 1 1/4' (7) AT 3' O.C. THE FRAME AREA OF ALTERNATE SIZE MUST NOT 76' MAX. DOOR WIDTH (XX) EXCEED TESTED FRAME AREA = 127.31 S0. FT. 39 3/8' MAX. DOOR WIDTH (X) REINF. AS REOD. SEE CHART © SIDELITE LEAF WIDTH - SIDEUTE WIDTH - 1 3/8' NARROW STILE SIDELITE WITH DOOR (W/WO REINFORCEMENT) INSTRUCTIONS$ USE CHARTS AS FOLLOWS. 1, SELECT SINGLE OR DOUBLE DOORS CAPACITY. CLASS TYPES AND LOCKING OPTIONS FROM TABLES ON SHEETS 2 k 3. Z. SELECT LOWER OF SIDEUTE TO DOOR MULLION CAPACITY FROM TABLE ABOVE. 3, LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. EXT. (� LEAF WIDTH DOOR FRAME WIDTH )TH WIDE STILE �� u SIDELITE WITH DOOR y; •' R i No. 70592 • •'•.• � �� drawing no. CRID ��""ll0Il^IL1 sheet 50116 `�� FL #18320 3/8" MAX.N MAX. FRAME WIDTH MAX. FRAME WIDTH MAX. FRAME WIDTH iZWIDTH e t e t V (29 39 3/8' MAX. V e t DOOR FRAME _ 76" MAX. MAX. FRAME WIDTH 16 FRAME WIDTH F V t4Jlt) MAX. )TH V 3 N a N_ Z �� 3 y • q e f = n a SIN �$IJNGLE LEAF DOORS WITHOUT SIDELITES . ITE AT 0 o i EITHER SIDE OF DOOR. � 0F W N M N N 0& N a 'll on / \{ t rc •••••• •• • ••• • UN • •• • H • • • • e t a t DOUBLE LEAF DOORS WITHOUT �DELITES.• 39 3/8" O �.. �'..__. = 78" MAX. • EITHER SIDE OF DOOR. • • • • • • •� C Z V) • • • 3w o • • • • • • ••• ; aWG1.;� • • v 0+Z IN e t e t V (29 39 3/8' MAX. V e t DOOR FRAME _ 76" MAX. MAX. FRAME WIDTH 16 FRAME WIDTH F V t4Jlt) MAX. )TH V 3 N a N_ Z �� 3 y • q e f = n a SIN �$IJNGLE LEAF DOORS WITHOUT SIDELITES . ITE AT 0 o i EITHER SIDE OF DOOR. � f)N U UttJ r W N M N N 0& N a 'll on / \{ t rc •••••• •• • ••• • UN • •• • H • • • • e t a t DOUBLE LEAF DOORS WITHOUT �DELITES.• 39 3/8" O �.. �'..__. = 78" MAX. • EITHER SIDE OF DOOR. • • • • • • •� C Z V) • • • 3w o • • • • • • ••• ; aWG1.;� • • v f)N U UttJ r 1J C8-)" \ I V UQtJ V) bi m o 76" MAX. `OPTIONAL 76' MAX. 0 DOOR FRAME DOOR FRAME NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 127.31 So. FT. SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS SEE SHEET 5 FOR SIDEUTE WIDTHS SINGLE AND DOUBLE LEAF DOORS WITH TRANSOMS D.L.O. HEIGHT (SIDEUTE) = LEAF HEIGHT - 12" (4" TOP RAIL, 6" BOT. RAIL) c u AND WITHOUT SIDELITES D.L.O. WIDTH (SIDE LITE) = LEAF WIDTH - 10" (WIDE STILES) m o D.L.O. WIDTH (SIDE LITE) = LEAF WIDTH - 6" (NARROW STILES) d )P•'•VOEN APPROVED 140.70502 o t DOORS, SIDELITES AND��`SHOWN ABOVE CAN BE USED AS INDIVIDUAL UNITS AS SHOWN OR IN COMBINATIONS WITH OTHER APPROVED PRODUCTS USING F.B.C. APPROVED MULLION IN BETWEEN. OF drawing no. LOWER VALUES FROM DOOR, SIDELITE, MULLIONS OR APPROVED PRODUCTS USED WILL %� '•• oFOu�: APPLY TO ENTIRE SYSTEM. //yTs;'••••.. TO BE APPROVED BY AJH (AUTHORITY HAVING JURISDICTION). FL #18320/�ii��Al1% % sheet 6 of 16 W N M N N 0& on / \{ t rc •••••• •• • ••• • UN • •• • H • • • • e t a t DOUBLE LEAF DOORS WITHOUT �DELITES.• 39 3/8" O �.. �'..__. = 78" MAX. 1J C8-)" \ I V UQtJ V) bi m o 76" MAX. `OPTIONAL 76' MAX. 0 DOOR FRAME DOOR FRAME NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 127.31 So. FT. SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS SEE SHEET 5 FOR SIDEUTE WIDTHS SINGLE AND DOUBLE LEAF DOORS WITH TRANSOMS D.L.O. HEIGHT (SIDEUTE) = LEAF HEIGHT - 12" (4" TOP RAIL, 6" BOT. RAIL) c u AND WITHOUT SIDELITES D.L.O. WIDTH (SIDE LITE) = LEAF WIDTH - 10" (WIDE STILES) m o D.L.O. WIDTH (SIDE LITE) = LEAF WIDTH - 6" (NARROW STILES) d )P•'•VOEN APPROVED 140.70502 o t DOORS, SIDELITES AND��`SHOWN ABOVE CAN BE USED AS INDIVIDUAL UNITS AS SHOWN OR IN COMBINATIONS WITH OTHER APPROVED PRODUCTS USING F.B.C. APPROVED MULLION IN BETWEEN. OF drawing no. LOWER VALUES FROM DOOR, SIDELITE, MULLIONS OR APPROVED PRODUCTS USED WILL %� '•• oFOu�: APPLY TO ENTIRE SYSTEM. //yTs;'••••.. TO BE APPROVED BY AJH (AUTHORITY HAVING JURISDICTION). FL #18320/�ii��Al1% % sheet 6 of 16 0& on •••••• •• • ••• • UN • •• • H • • • • DOUBLE LEAF DOORS WITHOUT �DELITES.• O DOUBLE LEAF DOORS Wit? SME SIDELITL•"• = • EITHER SIDE OF DOOR. • • • • • • •� C Z V) • • • 3w o • • • • • • ••• ; aWG1.;� • • v 1J C8-)" \ I V UQtJ V) bi m o 76" MAX. `OPTIONAL 76' MAX. 0 DOOR FRAME DOOR FRAME NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 127.31 So. FT. SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS SEE SHEET 5 FOR SIDEUTE WIDTHS SINGLE AND DOUBLE LEAF DOORS WITH TRANSOMS D.L.O. HEIGHT (SIDEUTE) = LEAF HEIGHT - 12" (4" TOP RAIL, 6" BOT. RAIL) c u AND WITHOUT SIDELITES D.L.O. WIDTH (SIDE LITE) = LEAF WIDTH - 10" (WIDE STILES) m o D.L.O. WIDTH (SIDE LITE) = LEAF WIDTH - 6" (NARROW STILES) d )P•'•VOEN APPROVED 140.70502 o t DOORS, SIDELITES AND��`SHOWN ABOVE CAN BE USED AS INDIVIDUAL UNITS AS SHOWN OR IN COMBINATIONS WITH OTHER APPROVED PRODUCTS USING F.B.C. APPROVED MULLION IN BETWEEN. OF drawing no. LOWER VALUES FROM DOOR, SIDELITE, MULLIONS OR APPROVED PRODUCTS USED WILL %� '•• oFOu�: APPLY TO ENTIRE SYSTEM. //yTs;'••••.. TO BE APPROVED BY AJH (AUTHORITY HAVING JURISDICTION). FL #18320/�ii��Al1% % sheet 6 of 16 We BOLT TUBE SEE LEAF CORNER DETAIL ON SHEET 15 POURED 6: HARDENED HIGH STRENGTH GROUT Vc - 5000 PSI MIN. NOT BY S.I.W. MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) CONCRETE;JOP .a: .: a T• . e : TYPICAL ANCHORS •. a.' v SEE ELEV. FOR SPACIN( EDGE DIST. "- 'SEE CHART eo LENGTH N. n STD. SILL ERABLE UNITS Z211Y WOOB'BUCK OR D STRUCTURE I „ m 9N m9 TYPICAL ANCHORS "� 3 TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING SEE CHART SEE CHART FOR MIN. LENGTH FOR MIN. LENGTH TYPICAL ANCHORS: SEE ELEV. FOR SPACING AT HEAD AT SILL ANCHORS TYPE SUBSTRATE MIN. LENGTH MIN. EDGE DIST. MIN. LENGTH MIN. EDGE DI 1/4" DIA ULTRACON WOOD 2-3/4" 1" NA NA (Fu -1 y-155 KSI) CONCRETE 2-3/4" 2-1/2' 2-3/4' 2-1/2- '4" DIA. SELF DRILLING SCREWS METAL 3/4" 3 4 N.A. NA (GRADE 5 CRS) WOOD - 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. MASONRY = C-90 HOLLOW/FILLED BLOCK f'm - 2000 PSI MIN. CONCRETE - Yc - 3000 PSI MIN. METAL - 1/8- MIN. THK. STEEL Fu -58 KSI, Fy-36 KSI MIN. F.B.C. APPROVED MULLION 1/8" MIN. THK. ALUMINUM (6063-T5, Fu -22 KSI) IBY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. ii li w II OPERABLE UNITS (NOT APPROVED FOR WATER RESISTANCE) UMIT MAX. DESIGN LOADS TO t62 PSF I I I I I I I I I I EDGE gLST. •. °"-,. CONCRETE TYPICAL ANCHORS . ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH ADA OPF AB .. UNITS (NOT APPROVED FOR WATER RESISTANCE) UMIT MAX. DESIGN LOADS TO *62 PSF METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY WOOD BUCK /1 FASTENERS BY OTHERS SEE CHART rl II FOR MIN. LENGTH Mill OGE'DI'S 9n •, • ' . ON,. .C RTEEXTERIOR d DFINISHES ,E S• I BY OTHERS CONCRETE EXTERIOR FINISHES _ BY OTHERS 0 i We BOLT TUBE SEE LEAF CORNER DETAIL ON SHEET 15 POURED 6: HARDENED HIGH STRENGTH GROUT Vc - 5000 PSI MIN. NOT BY S.I.W. MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) CONCRETE;JOP .a: .: a T• . e : TYPICAL ANCHORS •. a.' v SEE ELEV. FOR SPACIN( EDGE DIST. "- 'SEE CHART eo LENGTH N. n STD. SILL ERABLE UNITS Z211Y WOOB'BUCK OR D STRUCTURE I „ m 9N m9 TYPICAL ANCHORS "� 3 TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING SEE CHART SEE CHART FOR MIN. LENGTH FOR MIN. LENGTH TYPICAL ANCHORS: SEE ELEV. FOR SPACING AT HEAD AT SILL ANCHORS TYPE SUBSTRATE MIN. LENGTH MIN. EDGE DIST. MIN. LENGTH MIN. EDGE DI 1/4" DIA ULTRACON WOOD 2-3/4" 1" NA NA (Fu -1 y-155 KSI) CONCRETE 2-3/4" 2-1/2' 2-3/4' 2-1/2- '4" DIA. SELF DRILLING SCREWS METAL 3/4" 3 4 N.A. NA (GRADE 5 CRS) WOOD - 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. MASONRY = C-90 HOLLOW/FILLED BLOCK f'm - 2000 PSI MIN. CONCRETE - Yc - 3000 PSI MIN. METAL - 1/8- MIN. THK. STEEL Fu -58 KSI, Fy-36 KSI MIN. F.B.C. APPROVED MULLION 1/8" MIN. THK. ALUMINUM (6063-T5, Fu -22 KSI) IBY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. ii li w II OPERABLE UNITS (NOT APPROVED FOR WATER RESISTANCE) UMIT MAX. DESIGN LOADS TO t62 PSF I I I I I I I I I I EDGE gLST. •. °"-,. CONCRETE TYPICAL ANCHORS . ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH ADA OPF AB .. UNITS (NOT APPROVED FOR WATER RESISTANCE) UMIT MAX. DESIGN LOADS TO *62 PSF METAL STRUCTURE �v rOR / APPROVED MULLION Z q rl q FW Mill Z a i 0 tu'1A J 0 i •gN.L.E i tp�aJ JAMBS5iza O 2-1/2' J •00 N • • / 00`00 •• I� JND N • O We BOLT TUBE SEE LEAF CORNER DETAIL ON SHEET 15 POURED 6: HARDENED HIGH STRENGTH GROUT Vc - 5000 PSI MIN. NOT BY S.I.W. MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) CONCRETE;JOP .a: .: a T• . e : TYPICAL ANCHORS •. a.' v SEE ELEV. FOR SPACIN( EDGE DIST. "- 'SEE CHART eo LENGTH N. n STD. SILL ERABLE UNITS Z211Y WOOB'BUCK OR D STRUCTURE I „ m 9N m9 TYPICAL ANCHORS "� 3 TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING SEE CHART SEE CHART FOR MIN. LENGTH FOR MIN. LENGTH TYPICAL ANCHORS: SEE ELEV. FOR SPACING AT HEAD AT SILL ANCHORS TYPE SUBSTRATE MIN. LENGTH MIN. EDGE DIST. MIN. LENGTH MIN. EDGE DI 1/4" DIA ULTRACON WOOD 2-3/4" 1" NA NA (Fu -1 y-155 KSI) CONCRETE 2-3/4" 2-1/2' 2-3/4' 2-1/2- '4" DIA. SELF DRILLING SCREWS METAL 3/4" 3 4 N.A. NA (GRADE 5 CRS) WOOD - 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. MASONRY = C-90 HOLLOW/FILLED BLOCK f'm - 2000 PSI MIN. CONCRETE - Yc - 3000 PSI MIN. METAL - 1/8- MIN. THK. STEEL Fu -58 KSI, Fy-36 KSI MIN. F.B.C. APPROVED MULLION 1/8" MIN. THK. ALUMINUM (6063-T5, Fu -22 KSI) IBY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. ii li w II OPERABLE UNITS (NOT APPROVED FOR WATER RESISTANCE) UMIT MAX. DESIGN LOADS TO t62 PSF I I I I I I I I I I EDGE gLST. •. °"-,. CONCRETE TYPICAL ANCHORS . ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH ADA OPF AB .. UNITS (NOT APPROVED FOR WATER RESISTANCE) UMIT MAX. DESIGN LOADS TO *62 PSF METAL STRUCTURE �v rOR / APPROVED MULLION Z q rl q FW Z a i 0 tu'1A J 0 i •gN.L.E i tp�aJ JAMBS5iza 2-1/2' J •00 N • • / 00`00 •• JND N • 0000 000000Ld 0000 0 0000•• • • • • 3 WL • • • • •26 • 0 g mm ••0• n �? Nmo o DOOR DETAILS � c ``1111111111////' � n No. 705e2 ,�s:; •.... °"'�A`..�`` W15-45 FL #18320 Sealed: 12/712017 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH a 1F^ W W a�'• r '.1 EXTERIOR FINISHES BY OTHERS 3/8' MAX. LOAD BEOPINO— SHIM 1BY WOOD BUCK FASTENERS BY OTHERS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH. ` O L9 EXTERIOR FINISHES BY OTHERS 3/8' MAX. LOAD BEARING SHIM © NOT APPROVED O B FOR WATER RESISTANCE ACTIVE LEAF 15 39/ 3/8• MAX INACTIVE LEAF SEE SHEET 1 FOR GLAZING 6' MAX. WIDTH LOCK OPTIONS I SEE SHEET 14 !EE AN HORS ELEV.PNG M LENGTH U Or/ 3 LOCK OPTIONS SEE SHEET 14 EXTERIOR 3/8' MAX ^SHIL1ry NOT APPROVED E FOR WATER RESISTANCE FRAME WIDTH (XX) OAPPROVED FOR WATER RESISTANCE WITH STD. SILL ANIMA—icCAiiFwWANEENIUL EXTERIOR APPROVED �v a FOR WATER RESISTANCE 9 WITH STD. SILL �2_ Z 3c If 2 AR EXT.6 3 • SE=SHEET O • 00{L iZt yO— LOCK NS 14 •••• •••• • • JJ • • • TYPICAL •NCH0 .6 • 3 • • SEE ELEV. • • • • FOR SPACING z p H • ACTIVE LEAF • • • • SEE FOR MIN, LENGTH • ' Z 3C w N 15 • • •r••• = Qj� • • • • aom KETAL •••••• X75 N� • • •sTRucruaerl W 3e • 18 EXTERIOR 11 1/4' MAX FL #18320 DOOR DETAILSIc No.70�2 drawing no. � �' OF Sealed: 1217/2017 TYPICAL ANCHORS EDGE DST. SEE CST ONS DOORS WITH SURFACE APPLIED PANIC HARDWARE FOR SPACING �� IA= m n H EXTERIOR ti 1/% m FINISHES FOR MIN. LENGTH w Z BY OTHERS 6 15, CONCRETE 3 y q J 0. 16 N ILO n`" p 11 e 8��h OO 2 Al O c p yi I I 0ay�r 4 I PANIC LOCK FASTENERS SEE SHEET 14 2 N I • • • • It W N 2. �. O 0000 � • • i.i / • • 0000 II / J TYPICAL ANCHORS SEE ELEV. • • • SEE CHART 0000•• •• • 1 Cj•••� I. FOR MIN. LENGTH 0It&90PTU • �� '� C 1 spm E 1 � SH ET 14 9 ��•e� • • • • • 3 000 00 00 ci O li • 0000 0000•• 3Wa W y W ••:•�� m 15 ❑ 18 00.0•: o WRO f3 16 0000 tD INACTIVE LEAF ACTIVE Lo6D.L.O. • EXTERIOR FINISHES BY OTHERS 3 24 c 0 \ DOOR LEAF WIDTH DOOR LEAF WIDTH \ u I \ 3/B' MAX. 76' MAX. 5 \ LOAD BEARING DOOR FRAME WIDTH \I SHIM EXTERIOR c u B 1 TYPICAL ANCHORS DOOR DETAILS SEE ELEV. FOR SPACING 0 d o Q I I SEE CHART X11111111// FOR MIN. LENGTH c •l 6 �� P'' VCENBF'• ;W � o o _ N0.70682 g� "•CONCRETE • . a' �• �Q'•.. ' EDGE fXST:"'� 15•.' 'ADA THRESHOLD OPTION #2 ''0000 CF;G� drawing no. OPERABLE UNITS % S RESISTANCE) ��''•Si!�NAL1`��`�`�� CUMIT MAX. DESIGN LOADSTO* FL #18320 sheat s of is Sealed: 1217/2017 TYPICAL ANCHORS METAL STRUCTURE SEE ELEVATIONS WO BUCK OR�Ed. FOR SPACING APPROVED MULLION a >2BY R - "SEE CHART D STRUCTURE (SEE SHEET 7 FOR SPEC) FOR MIN. LENGTH EXTERIOR FINISHES GOTICRETE Ed• Z y J BY OTHERS Ed. Q y 18 �o. 16 n o mx 0 � Mp1 qx 15 9 nyN �aN �Q�M TYPICAL ANCHORS `�' TYPICAL ANCHORS O SEE ELEVATIONS SEE ELEVATIONS of& Pl 0 Q L y FOR SPACING FOR SPACING SEE CHART SEE CHART Q ,�( yN� R 0:C FOR MIN. LENGTH FOR MIN. LENGTH J g TRANSOM HEAD FRAME i ii Ja • • O nJ •••••• •• • � •••}O1 r� � I I • I [jN ry N JJ TYPICAL ANCHORS • • • • • • iA• I r r it SEE ELEVATIONS • • • • • FOR SPACING • • • • • • • • 3�+ n_ O0�'+ SEE CHART •••••• •••• zoa FOR MIN. LENGTH • • • • 3 m X 1- S/4' © •• •• •••• ? �wy MS AT 12' 0. . MAX. g •••••• • QO� G3 .. • • • 0-00] x W 2 IX ALTERNATE LOCATION 2 • • • • • • FOR ANCHORS • • N N 15 • • • N� 67 19 8 15 • • • 0 O ----- _____ _ 19 ---__-___ • r.1 � O 11 15 16 � i EXTERIOR UO3 N 4 6 D.LO. EXTERIOR 3 FINISHES 73 3/8' MAX. OTHERS TRANSOM LEAF WIDTH c o co = w x 3/8' MAX. DOOR/TRANSOM WIDTH TRANSOM DETAILS o 0 LOADSHBEARING o 8 III ```111111..AN� PD _s o a o iii = No. Tosez -o — •'•.• ��Q OF drawing no. ///AL �` OPERABLE DOOR WITH TRANSOM FL #18320 %,, sheet 10 of 16 sealea:Tzmai i POURED h HARDENED HIGH STRENGTH GROUT f c - 5000 PSI MIN. NOT BY S.I.W. MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) CONCRETE 0 _ • EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING n SEE CHART FOR MIN. LENGTH TYPICAL ANCHORS .. SEE FOR SPACING ELEV._: SEE CHART FOR MIN. LENGTH- W � ONt 2 N<< 003. EXTERIOR FINISHES BY OTHERS 3/8' MAX. LOAD BEARING SHIM TYPICAL ANCHORS SEE EL FOF . _..._ FOR Mil K NARROW SIDEUTE EXTERIOR 39-3/8' MAX. BUCK BY OTHERS TYPICAL ANCHORS SEE ELEV. r FOR SPACING SEE CHART ... FOR MIN. LENGTH s i 003 3/8' MAX • • IAD BEA1111" • • • SHIM • TYPICAL ANCHORS � SEE ELEVATIONS Z ;� FOR SPACING SEE CHART FOR MIN. LENGTH mx H 2 n Q n i 6 a 3 0a c So EXTERIOR I -EDOE'OISf: t .. FINISHES BY OTHERS ._ CONCRETE POURED h HARDENED HIGH STRENGTH GROUT f c - 5000 PSI MIN. NOT BY S.I.W. MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) CONCRETE 0 _ • EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING n SEE CHART FOR MIN. LENGTH TYPICAL ANCHORS .. SEE FOR SPACING ELEV._: SEE CHART FOR MIN. LENGTH- W � ONt 2 N<< 003. EXTERIOR FINISHES BY OTHERS 3/8' MAX. LOAD BEARING SHIM TYPICAL ANCHORS SEE EL FOF . _..._ FOR Mil K NARROW SIDEUTE EXTERIOR 39-3/8' MAX. BUCK BY OTHERS TYPICAL ANCHORS SEE ELEV. r FOR SPACING SEE CHART ... FOR MIN. LENGTH s i 003 3/8' MAX • • IAD BEA1111" • • • SHIM • � Z ;� 0 �M H 2 n Q n i 6 a 3 0a c ry.$ Wdy1 OtR l J II &0 0 , Q W LL I Q .o • •• •• •• z -• e.. a • • • Z_ • 3�wCy m NCIbIR• • F-�'(T T • 6 O Q O a()m _ LfNCTH • m • POURED h HARDENED HIGH STRENGTH GROUT f c - 5000 PSI MIN. NOT BY S.I.W. MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) CONCRETE 0 _ • EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING n SEE CHART FOR MIN. LENGTH TYPICAL ANCHORS .. SEE FOR SPACING ELEV._: SEE CHART FOR MIN. LENGTH- W � ONt 2 N<< 003. EXTERIOR FINISHES BY OTHERS 3/8' MAX. LOAD BEARING SHIM TYPICAL ANCHORS SEE EL FOF . _..._ FOR Mil K NARROW SIDEUTE EXTERIOR 39-3/8' MAX. BUCK BY OTHERS TYPICAL ANCHORS SEE ELEV. r FOR SPACING SEE CHART ... FOR MIN. LENGTH s i 003 3/8' MAX • • IAD BEA1111" • • • SHIM • SIDELITE DETAILS v �P.•�EN .. I m N0. 70684 o n �.•' OFrow'Inga no. ,,a; ,ort�o►G��`� W11 5-45 FL #18320 a v1 Z ;� J �M H 2 n Q n i 6 a 3 0a c ry.$ Wdy1 OtR &0 0 , Q W LL I Q .o • •• •• •• z -• e.. a • • • Z_ • 3�wCy m NCIbIR• • F-�'(T T • 6 3NG • T Q O a()m _ LfNCTH • ? 6 • • SIDELITE DETAILS v �P.•�EN .. I m N0. 70684 o n �.•' OFrow'Inga no. ,,a; ,ort�o►G��`� W11 5-45 FL #18320 Sealed: 12/7/2017 3 TYPICAL ANCHORS �U SEE ELEV. FOR SPACING 7' h h SEE CHART FOR MIN. LENGTH /12 SNS g �' 9 O SIIDDELITE ROW AT 6' 012 ENDS _ © DELRE SHIM (` E 1 .. • h .. AS READ. Q d 1 C. 7 $ 16 16 15 7� a pppK pq a T Q a 0 0 N W • ^ • • 19 t8 ' LL LL W y - z J� og v 18 25 EXTERIOR .••• • • 7 7 6 • • • • • • — El(TERIOR• • • • • • FINISHES • • • 10 BY OTHERS NARROW SIDELITE LEAF WIDTH 36 9/16'• • .: • • • • • • N REINF. MAX. DOOR LEAF WIDTH • • • • • • • O ^ SEE CHART 76' (%X) �r°I 3/8' MA%. � SIDELITE WIDTH (SEE SHEET 5) 39 3/8' (%) • • • • • • • • Yy M SQ> LOAD BEARING MAX. DOOR FRAME WIDTH • ..o.: ••0: 0 0 0 0 w SHIM •0.00• 0000 �V� NOTE: • • • • 3 w a SEEE�ELEVµcHORs MAX. FRAME AREA OF ALTERNATE SIZE NOT TO CkCERIP=127.31 S4.owo FOR SPACING SEE CHART 0 0 0. 0• • 0 • 0 m Z tal Q CC,) d m FOR MIN. LENGTH 9 SMS • 0 X15 Zkm g OWIDE SIDELITE ©WIDE AT26 FROM ENDS LITESIDE& 1Y O.C. • 0 0 • • • 0 "' • Q � -j • • • •• • • •• 9 0 0 • O 14 •00• 18 16 15 U � o W O 2p NO3 1e 1a . 16 EXTERIOR 3 a D.L.G. 6 3 6 o• D.L.o. SIDELITE WITH DOOR DETAILS u WIDE SIDELITE LEAF WIDTH 36916' DOOR LEAF WIDTH `711111w",//// MAX. 3/8' MAX. SIDELITE WIDTH (SEE SHEET 5) 39 3/8' (%) S n 1 QADNG MAX. DOOR FRAME WIDTH _ No, 70592 . SHIM pR drawing no. '•,. A OF FL #18320 �TTTI It111`` sheet 12 of 16 Sealed: 12/7/2017 4.600 .094 .750 1.750 4.600 ` .094 .7150- 1.750 4.600 L094 I �[ .750 lt- 1.625 1 Y Q 1.900 1FFW 2.000 .094 -11.146 .094 1 1.969 li V 1\ 0 h q g g ui N w Y:SBZ.. .. _ .174.�� .. _. .. I .L._ry�.�•.3 ry L° �. 2.122 G)1.750 DOOR/SIDELITE FRAME HEAD/SILL 2.122 zA TRANSOM MULLION 2.337 1 TRANSOM FRAME HEAD + }- .078 34 CHAIR RAIL 2.021 14 JAMB/MULL ADAPTER �Iuuv it a G u O t � p antes C Z r C Z N I L,�.375 .078 I I L �-{ 1.250 r 4.040 3.000 � .218 .094 .094 2'000 .078 O FLUSH BOLT BLOCK �•I 1.070 tt SNAP COVER • • • •.655-1 L! Z y .1 a Q W 01 f • • o 4.688 .125 .125 2.481 a HINGE/LOCK STILE •• • •••••• 1.0d00 pI • • • • • • • • •L5... 062 J .050 1.365 1 � � 1.365 • • • • • • • 078 •••• • • 1.238• • • 1 �l 2.040-^j •2 52.125 3 FRAME JAMB ole 2 000, -�11.p00 © • • • • • • • • • 12 INTERIOR GLASS STOPS • • i • •: • • • • • • ��1� O•X'� o H [-1.900-J1 100 •so Typ. .662 1.196 : • • : • : • .050 .500 j j•� • • • • F- C2 U I � O m � a TYR 4.000 7 SIDELITE SASH STILE.oso 1'365 .922 : • • • • •�3 1.365 7.7150 • • • • • • • • • 144 L •••• -� 1.486 0 L 1.0761 1.118 t3 1© 13 7 .094 2'156 EXTERIOR GLASS STOP 2s STEEL REINF. 4 TOP/BOTTOM RAIL O 7.795 DOOR TRANSOM MULLION ADAPTER ,.eoo .299 .717 toe 7 939 � .os2lk� •5�� _4 f5 4.000 c 0 15 c c v 437 .170 F_� 4.000 (2) 056 1.0,59 II 1 i50 �14� OPTION #1 36 THRESHOLD COVER z9 ADA THRESHOLD c w c 0 L. u o o o 6.000 (SfW53S1W537) 8.000 (Snv536)9 L 2.118 JAMB SCREW COVER 10 DOUBLE DOOR ASTRAGAL 711111111// �j•855 2362 ��```PJ� �i'��i .250 1.28(1 '150, N0.70592100 2.089 NP. .060 .930 .078 �Q •'• $ F�-1.900 �•I M-z.0,o 4.632 OF TION 2 '��NAL11��`�`` 1.375 %2s'•••-pR1D"••''``'��Plil drawing no. W15-45 sheet�3of16 s BOTTOM RAIL 9w TRANSOM SCREW COVER t SINGLE DOOR ASTRAGAL 3s ADATHRESHOLD FL #18320 ti7xux�1•r4ur4�>fo LOCK OPTIONS 1 & 3 STD. 3 POINT LOCK MAX. FRAME HEIGHT = 108 IN. MAX. LEAF = 36-9/16 IN. MAX. DESIGN LOAD = 80 PSF ACTIVE IFAF• ocraN rL 3 POINT LOCK ASSEMBLY (MlS05S) BY 'ADAMS RITE' WITH 4015 THROW BOLT AT 35-1/2' FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL OPTION :3: LOCK ASSEMBLY (W5110-STACT6) BY 'ASHLAND' WITH THROW BOLT AT 35-1/2' FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL INACTIVE LEAF MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/2' FROM BOTTOM AND 34' FROM TOP 36-9/18' 36-9/16' LOCK OPTION /2 NOT USED LOCK OPTION 4 MAX. FRAME HEIGHT = 97-3/4 IN. MAX. LEAF = 36-9/16 IN. MAX. DESIGN LOAD = 60 PSF ACTIVE LEAF, EXPOSED FLUSH BOLTS (FB -1202-914) BY 'SULLIVAN & ASSOC.` .... _.. MANUALLY OPERATED LEVERS MOUNTED ON FACE OF LEAF STILE LOCATED AT 13-1/2' FROM BOTTOM AND 34' FROM TOP INACTIVE LEAF CONCEALED FLUSH BOLTS (FB -1202-914) BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/2' FROM BOTTOM AND 34' FROM TOP 1 II I 7:7- �I MMP./SUPPLIER/REMARKS \ I 1 AS READ. FRAME TRANSOM HEAD 6063-T6 ALTERNATE TO 2 I SIW505 II DOOR/SIDEUTE FRAME HEAD/SILL 6063-T6 - 2A SIW505B 1 i II I - I SIW506 2/DOOR FRAME JAMB 6063-T8 - 4 SNI502 1/ LEAF DOOR TOP/BOTTOM RAIL 6063-T6 - 5 _ 1/.LEAF AcrnE ACTIVE v1ACTNE 5.1 SIW536 1/ LEAF DOOR BOTTOM RAIL (8') 6063-T6 ISEE SHEET 13 6 SIW503 2/ LEAF HINGE STILE/LOCK STILE I I \ I / I ACTIVE ACTIVE RMCINE 36-9/18' 36-9/16' LOCK OPTION /2 NOT USED LOCK OPTION 4 MAX. FRAME HEIGHT = 97-3/4 IN. MAX. LEAF = 36-9/16 IN. MAX. DESIGN LOAD = 60 PSF ACTIVE LEAF, EXPOSED FLUSH BOLTS (FB -1202-914) BY 'SULLIVAN & ASSOC.` .... _.. MANUALLY OPERATED LEVERS MOUNTED ON FACE OF LEAF STILE LOCATED AT 13-1/2' FROM BOTTOM AND 34' FROM TOP INACTIVE LEAF CONCEALED FLUSH BOLTS (FB -1202-914) BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/2' FROM BOTTOM AND 34' FROM TOP 1 II • 7:7- MATERIA. MMP./SUPPLIER/REMARKS \ I 1 AS READ. FRAME TRANSOM HEAD 6063-T6 ALTERNATE TO 2 2 SIW505 1 DOOR/SIDEUTE FRAME HEAD/SILL 6063-T6 - 2A SIW505B 1 TRANSOM MULLION 6063-T6 - 3 SIW506 2/DOOR FRAME JAMB 6063-T8 - 4 SNI502 1/ LEAF DOOR TOP/BOTTOM RAIL 6063-T6 - 5 _ 1/.LEAF AcrnE ACTIVE v1ACTNE 36-9/16' 1. 36-9/16' LOCK OPTION 5 PANIC EXIT DEVICE (SVR) MAX. FRAME HEIGHT = 97-3/16 IN. MAX. LEAF WIDTH = 36-9/16 IN. MAX. DESIGN LOAD = 62 PSF ACTIVE & INACTIVE LEAF: SURFACE VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' MODEL 1275 LOCATED AT 38' FROM SILL AT EACH LEAF. PANIC BAR FASTENED TO LEAF WITH (1) #8-32 X 1/4' SOCKET HEAD MACHINE SCREW (1) /6 X 3/4' FH TEK SCREW TOP AND BOTTOM LATCH ASSEMBLY BRACKETS FASTENED TO STILE WITH (2) 1/4-20 X 1-1/4' SCREWS. 36-9/16' ITEM / II • li MATERIA. MMP./SUPPLIER/REMARKS \ I 1 AS READ. FRAME TRANSOM HEAD 36-9/16' ITEM / PART / REQD. DESCRIPTION MATERIA. MMP./SUPPLIER/REMARKS 1 SIW523 AS READ. FRAME TRANSOM HEAD 6063-T6 ALTERNATE TO 2 2 SIW505 1 DOOR/SIDEUTE FRAME HEAD/SILL 6063-T6 - 2A SIW505B 1 TRANSOM MULLION 6063-T6 - 3 SIW506 2/DOOR FRAME JAMB 6063-T8 - 4 SNI502 1/ LEAF DOOR TOP/BOTTOM RAIL 6063-T6 - 5 SIW537 1/.LEAF DOOR BOTTOMRAIL_(67 .,, 6063-T6 SEE SHEET 13 5.1 SIW536 1/ LEAF DOOR BOTTOM RAIL (8') 6063-T6 ISEE SHEET 13 6 SIW503 2/ LEAF HINGE STILE/LOCK STILE 6063-T6 - 7 SIW507 2/ LEAF SIDEUTE SASH STILE 8063-T6 - 8 SIW542 AS READ. DOOR TRANSOM MULLION ADAPTER 6063-T6 - 9 STW511 AS READ. SCREW COVER 6063-T6 JAMB & TRANSOM 10 SM509 AS READ. DOUBLE DOOR ASTRAGAL 6063-T6 - 1DA SIW535 AS READ. SINGLE DOOR ASTRAGAL 6063-T6 - 11 SIW510 AS REOD. ISCREW COVER 6063-1`5 - 12 SIW512 AS REOD. INTERI.OR GLASS STOP 6063-T5 - 12A DWF-024 AS REOD. INTERIOR GLASS STOP 6063-T5 - 13 SIW513 AS REOD. EXTEROR GLASS STOP 6063-T6 - 13A SIW533 AS REOD. EXTERIOR GLASS STOP 6063-T6 - • • • • • • 15 9016E - BULB WSTRIPPING VINYL CENTRAL PLSTICS • • 16 U4513 - Q-LON WSTRIPPING VINYL SC 00 17 5530 AS REDD. INTERIOR GLAZING GASKET (DUROMETER 70±5) SANTOPRENE BY ICNAAMURLISTICS • 17A 5531 AS READ. EXTERIOR GLAZING GASKET (DUROMETER 70±5) SANTOPRENE BY C PLASTICS 18 W23201NW0020 AS ROD. FINSEAL PILE WSTRIPPING - ULMWAB • • • 20 /8 X 1/2' - ASTRAGAL SCREWS PH SMS - AT 4'AWENDS & 8' 0.1.* 21 r8 X 1/2' AS READ. GLASS STOP SCREWS SELF DRILLING - AT 471IMS.MBNDS & 15' (ba YN(. 22 /12 X 1-1/4' - FIX. PANEL SCREWS PH SMS - AT DS & 17 a OC, 24 SD44HD 4/LEAF BUTT HINGES ST. STEEL DELTANA 25 - AS REOD. MULLION REINFORCING STEEL - 26 /12 X 4' 1/ CORNER FRAME ASSEMBLY SCREWS ST. STEEL PH•SMS • • • 27 /12 X 2' AS REOD. FRAME AND LEAF ASSEMBLY SCREWS ST. STEEL PH SMS • • 28 /12 X 1/2' AS REDD. HINGE ASSEMBLY SCREWS ST. STEEL FH4MS TWE RISS 29 20305 AS REDD. ADA THRESHOLD OPTION /1 6083-T6 - • 30 DBO19AV35 AS REOD. DOOR BOTTOM SWEEP ALUM/VINYL BY CRL • • • • 31 SIW521 - FLUSH BOLT BLOCK 6063-T6 - 32 /2 - FLUSH BOLTS - SULLIVAN & ASSOC. 34 SIW539 - 2' CHAIR RAIL 6083-T6 - 35 SIW546 1 ADA THRESHOLD OPTION 12 6063-T6 - 36 SIW547 1 1 ITHRESHOLD COVER I 6063-T6- SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. HINGES: 4' X 4" ST. STEEL BUTT HINGES DELTANA (DSB4NB OR SO44HD) AT 13' FROM TOP AND BOTTOM ENDS AND 26-5/8' O.C. MAX. HINGE ATTACHED TO DOOR FRAME AND DOOR STILE USING (4) /12 X 1' FH MS 3 HINGES PER LEAF UPTO 6/8 HIGH DOORS 4 HINGES PER LEAF DOORS HIGHER THAN 6/8 FL #18320 f :E p �L �sry�W WHIu V kyr pO Q pa&OO< g, ait o YY J•J N L.I JPS• '� - � I 1 ' • No. 70682 � - o $ b fi drawing no. 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