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WS-20-392Arl Miami Shores Village 10050 NE 2 Ave Miami Shores Fl. 33138 305-795-2204 Location Address Permit NO.: WS-02-20-392 (� ^ Permit Type: Windows/Shutters J` �.., Wr*kCiassification: Window/Door Replacement Permit Status: Approved Issue Date: 03/10/2020 1 Expiration: 09/08/2020 Parcel Number 585 NE 106TH ST, Miami Shores, FL 33138 1122310140160 Contacts ALAN MURRAY Owner 585 NE 106 ST, MIAMI SHORES, FL 33138 Other: 7863067654 STORMPROOF INC Contractor GONZALO MONTERO 8500 NW 64 ST, MIAMI, FL 33166 Business: 3054188787 sylviamontero@stormproof.us Description: REPLACE 24 WINDOWS Valuation: $ 16,500.00 Inspection Requests: 305-762-4949 Total 5q Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $10.20 DBPR Fee $5.10 DCA Fee $3.40 Education Surcharge $3.40 Scanning Fee $12.00 Structural Review ($45) $45.00 Technology Fee $8.50 Windows/Shutters Fee $290.00 Total: $427.60 Payments Date Paid Amt Paid Total Fees $427.60 Check # 1236 03/10/2020 $377.60 Check # 0248 02/24/2020 $50.00 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. Futhermore, I authorize the above named contractor tq do the work stated. Authorized Signature: Owner / Applicant / Contractor / Date March 10, 2020 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED F B 2 4 2020 k3Y: FBC 20 1 Master Permit No. � A S - 6 2 ` 20 - �L Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: e_ Folio/Parcel#: I I _Z 23 l " DI It" 014 b Is the Building Historically Designated: Yes NO ✓ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): h4C/CYl 1 A Phone#: Address: 4-5R'S N E. t O(o SA - City: '<v��'1f�1A-4' State: l Zip: 33 Z�S'211J`f Tenant/Lessee Name: t4 (.APhone#: Email: CONTRACTOR: Company Name: Phone#: SOS Address: 1_4p 0" W Z G city: l9aLJto>� 1 ,JJ State: r' Zip: 33010 Qualifier Name: ( 0' wz 4' LO AA0wrg-go Phone#: 3Q5-4a-'&'te7 State Certification or Registration #: IJ A Certificate of Competency #: b50S,000a DESIGNER: Architect/Engineer:2 ,�• e t . 1��1! . _ _ Phone#: 305 4b4-04Z55' Address: gg3c, =>W �� City:TALI]Dn� —State: _Zip: _: [Bt Value of Work for this Permit: $ SUP 5� � Sq�g/Linear Footage of Work: aqo Type of Work: ElB Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify cdler of colorxhhi tile.' - .71 Submittal Fee $ Sb Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ �� 60 (Revised02/24/2014) Bonding Company's Name (if applicable) N I i- Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY: -IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement arid 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 c== " OWNER or AGENT The foregoing instrument was acknowledged before me this �.` ZD day of 2020 by who s personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: Seal: MYCOMM" #GG2f5454 O! �t°T BorMe Thru Notary Pub1o11rrd�erwrlten Signature Q� CONTRACTOR The foregoing instrument was acknowledged before me this day of � 20 2Ab by C-lyp .,4-LO l l 101' 7m 0 , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: :•'Z'ts SYLV1AE.MONTERO t Seal: `9 EXPIRES: May 8, 2022 �'�.P,l;,, N 90nW Thnr Notety PUblk Un&nwdt*n as APPROVED BY � ' Plans Examiner Zoning 'W Structural Review Clerk (Revised02/24/2014) 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 merit: Qualifier/Owner Signature Date Print Name OWNER: 585 NE 106th St Miami Shores, FL 740 W 26 Street Hialeah, FI 33010 (305)418-8787 ph (305) 418-8700 fax (888) 448-4848 toll free hftp://www.storm proof. us WINDOWS AND DOOR WIND PRESSURE AS PER ASCE 7-10 H < 60 FBC 6th Edition 2017 INPUT DATA: MEAN ROOF HEIGHT, h = 22 ft HEIGHT ABOVE GROUND LEVEL, z = 9 ft BASIC WIND SPEED, V = 176 mph VELOCITY PRESSURE EXPOSURE COEFFICIENT FOR h, Kz = 0.920 VELOCITY PRESSURE EXPOSURE COEFFICIENT FOR z, Kz = 0.849 ENCLOSED BUILDING, THEN Gcpi = +/- 0.18 TOPOGRAPHIC FACTOR, Kzt = 1.00 WIND DIRECTIONALITY FACTOR, Kd = 0.85 EXPOSURE CATEGORY = D IMPORTANCE FACTOR, I = 1.00 VELOCITY PRESSURE, qh = 62.02 Ib/ft^2 VELOCITY PRESSURE, qz = 57.22 Ib/ft^2 ALLOWABLE PRESSURE mrnn .rw-n ju.1 ncwn. 11'./ i ko'/ Lwlvc WcP- v�N - - J'a'/ r- J-1 A 53 63 23.19 5 0.94 -1.27 38.8 -54.0 B 37 38 9.76 5 1.00 -1.40 41.0 -58.8 C 53 38 13.99 5 0.97 -1.35 40.1 -56.9 D 37 50 12.85 5 0.98 -1.36 40.4 -57.4 E 111 63 48.56 5 0.88 -1.16 36.9 -49.8 F 74 63 32.38 5 0.91 -1.22 37.9 -52.1 G 19 37 4.88 5 1.00 -1.40 41.0 -58.8 T 19 50 6.60 5 1.00 -1.40 41.0 -58.8 H 53 50 18.40 5 0.95 -1.31 39.4 -55.3 ENGIN FEB 0 3 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . ZVONIMIR T BELFRANIN, P.E. • • • • • • • • • • • DATE P.E. # 33074 • • • • • • • • 4836 SW 74TH CT. �•••� V CB �•••{n ,� ��Q MIAMI, FL 33155 • • • • • • • • • • r C I Address:-,'--)BJr N 6 Contractor:- V2. Product Ap rovai Review Form Lot: Block:- Opening Location Siz® Width Hei ht NOA Number NOA.Design • Pressuure rating Opening Required Pressure Rating Egress Requirement Shutter Requirement + psf D - sf + psf '-�U• l - psf 56.E Yes iVo ✓ Yes No `� ga.o .o ✓ 5 �y2c�t.t�swt 3 '1 3 8 3S � L• - ZO �•o gD . U go:0 �6.0 3L.4?.8 fit. 0 5'S $ ✓ �b.o zp3S eo.o go.o 40.1 60. ✓ fat -6 1 3 8 ft, - 2,035 90.0 go .O . 4t .o S S-.�04 td (he m. 3 3 $ - Zl� S 8o .o S�6 D 40.1 Jr : `1 5 p f l - 20 3 5'4 Qo .o a .0 .. ....... ... .. . �, . . . 12 Pa ' ..'� ' :*: . . . . • . . . . . . .... ....... . . . .... ... . . ..... . ... . ...... . .... .... . . .... . I Address:- �S-s NE- Contractor:- Product Approval Review Form Lot:- Block:- NOA.DesIgn Opening Required Egress Shutter Opening Size BOA Number Pressuure rating Pressure Rating Requirement Requirement (T) psf psf psf Yes N o- Yes No Location Width Hei ht 0 V/ Z0361. eto &o.o 3e.(R 5' 0 v1 ell - 2,0359 C) &6 .0 D ✓ 2o3 6-9 Epp 80-D go.0 CO.0 38.a -54'0 V/ K 3 rl G-0 FL w3sq, S0.0 -go. . D 404-157. ✓ 10 D 39.4 5-613 7-A 5z) r_L_ zo 5 5-9 e0.0 '&C). D, Qs a L 80-0-80.0 44.0 1519 S A 0 e _JLLjAj_16 �S ILI %J • 0 0 0 . , 15 I(w Mr. Alan Murray 585 NE 106 ST Miami, Shores • • G • • c RECEIVED F 24200 BY •.rY ••. • • c.c • r • • • Me SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us SCIS site Map Links Search Product Approval � USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL20352-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com Authorized Signature Ulises Senaris ulises@mrglasswindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer _. Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence F.L..2...0..35.2_R2 COI_z5_,$eries_M -2 Alum $in_gle_Hung_W nd..pw(�M....L.- SMI) QI.,2017.pdf 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 a) THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES MG-200 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 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 LIMITED 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. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. x 0 W x 6" MAX. HEAD/SILL CORNERS 53 1/8" WINDOW WIDTH 46 3/4" D.L.O. (FIX. LITE) 20 1/2" MAX. A HEAD 4 II II II II --- I--�I----- I I B I I 4 II II II II II II II II II n n n I I n n n n II II II II 1 I v Ij 4 20 1/2" SILL ANCHORS NOT REQUIRED SILL FOR LOADS 46 3/4" UPTO 80 PSF D.LO. (VENT) 49 3/4" VENT WIDTH TYPICAL ELEVATION TESTED UNIT A— CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B— THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, C— SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. D— THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. V� 0 o N I Z c 3 FALSE MUNTINS 2 a (SURFACE APPLIED) F I MAY 8E USED L 0 9O90,60 U �y M La/V M M • O •G. 0 4.4 • O -SVC ...�.. �•,� ADDL. ANCHORW 000000 Q•W AS REQO.I Z � � SEE CHART •••• FOR CAPACITY • 0000 • �• Z•(r�(r�� "i Q• W Or e n � • mi Z N �C • • • OD• • Z •• N _ 3 3 M rn �a = �tTj 8 LEI cD Z M N N g 00 al0 0 3� a a Z� N O C9 rOj W N O uj v 00 N 0 FL #20352.1 GEPNS' d .70592 ®a• ST drawing no. ®®�jI �j't%\\\sheet 1 of 8 Sealed: 1/12/2018 3/16" HEAT STREN'D. GLASS .090" Interloyer SentryGlas By 'Kuraroy America, Inc.' \ r3/16" HEAT STREN'D. GLASS SILICONE z m DOW 795 16 o w8A w 23 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS 1/4" AIR SPACE 3/16" HEAT STREN'D. GLASS .090" Interloyer SentryGlas By 'Kuraray America, Inc.' F-3/16" HEAT STREN'D. GLASS SILICONE m DOW 795 z 16 W C° se �74 TAT 1/4 POINTS L SIZES GLASS TYPE 'Al' 7/8" OVERALL INSUL. LAM. GLASS 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PV13 By Kuraray America, Inc.' \ I-1/8" HEAT STREN'D. GLASS uj SILICONE m DOW 795 z � N 16 1! 11 u') / 6 � I O w eq AT 1/4 POINTS ON LITES 23 WIDER THAN 36" ONLY GLASS TYPE TTYPE T' 5/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interloyer Trosifol PVB By 'Kuraroy America, Inc.' i-1/8" HEAT STREN'D. GLASS SILICONE m DOW 795 z rn GLAZING OPTIONS 'TAT 1/4 POINTS ALL SIZES -- GLASS TYPE 'BI' 11/16" OVERALL INSUL. LAM. GLASS AIR SPACE CONSISTING OF: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER PERIMETER SEALANT: SILICONE DOW CORNING 791 GE 2000 OR 'DURASEAL' EDGE SEAL SYSTEM BY 'QUANEX' VM 0 o N I 10 J Z M r h F- Wz a. a U O W N N O �Hti f% 0 .•I • .••. 0 �Aa l 11210 • w ' • tp • • • • - U' 00 • . • � • • .J. 39 1 0 z 3 • C3 • • �n Z r9i CD � v L 2 Lu g 0 V) ro N � .t V) ro 5 0 N � L- Z h 6 N C9oJM N W 00 7- 2 ��,'.•' �GEFIS N0.70592 •J ® T FL #20352.1 '��®®NAIL n u a i drawing no. W16-20 sheet 2 of $ Sealed: 1/12/2018 Sealed: 1/12/2018 a O 6 e 4 a TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. 4 n ° OPTIONAL TO SPRING LATCH 0 x i Im ` IN TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 1-1/2" X 5/16" WEEPHOLES AT 5-1/2" FROM EACH END 1BY WOOD BUCK a Y e d ° EDGE' DIST. ° TYPICAL ANCHORS '. ' i I I , TYPICAL ANCHORS READ. FOR LOADS p ` 111 READ. FOR LOADS ABOVE 80 PSF ONLY W1 I I SEE ELEV. ABOVE 80 PSF ONLY ( FOR SPACING EDGE DIST. SEE ELEV. FOR SPACING METAL STRUCTURE " __________ V N 1 F.B.C. APPROVED i to 11 MULLION & MULLION ANCHORS 11 SEE SEPARATE APPROVAL �I Z M N 1 M T Z I EDGE DIST. I W li. Qj L -- --------- ---JJ {i O Ci �q O O v TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 � �. C ••J, • 0 a•�hf ...:.. 0 a o 4 8 •••••• 0 3et �•cp ...... Q LLI L •••••• Q= WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLAS6• •: • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • AND TRANSFER THEM TO THE BUILDING STRUCTURE. •••• TYPICAL ANCHORS: SEE ELEV. FOR SPACING 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 (HEAD/SILL/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1 /2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) 914 SMS OR SELF —DRILLING SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1 /8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1 /2" _ MIN. INTO WOOD STRUCTURE = 1 " MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 -MIN. — CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ``�1yIIIIp1 Rein M409 i ®� ST FL #20352.1 �/ji111111�� .rt zMg J QPo,i• 0 .. co _ 04 0� 3 0 O z n 3 3 0 S L8 = w� ON�a�o M y 0 0 1 J o Oq� N I - ui m moo drawing no. W16-20 sheet 4 of 8 Sealed: 1 /12/2018 I/A" ueY 1/4" MAX. FOR SPACING F.B.C. APPROVED MULLION SEE SEPARATE APPROVAL r --_I L ANCHORS REV. PACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. SHIM METAL STRUCTURE 4. V" N 1 co Z cl J g� D a �EN a IL TYPICAL ANCHORS 0 N �' v 3EE ELEV. ILu1 "OR SPACING 0: 0 -� • - • • �� .... 0 el•� e j .... o •••••• Q W D�j �^ • • L16 • Qc U • 'n 'L•• N 00 v N o 3 3 v 0 3 S M 2 8 LL, 0 V) ago Z Q N N � n o0 0 D N3� z N 0o� W J �com ��:•' �,�C9NS '��i � n a i No. 70592 — o a ®•' S A •� drawing no. P,•,'� �i6� ••° ., ORID W 16-20 FL #20352.1 �10NAL ��•�`• //11111100 sheet 5 of $ Sealed: 1 /12/2018 EDGE DIST. METAL F.B.C. APPROVED r p EDGE DIST. STRUCTURE MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL ,. EDGE DIST. g N 10 N 1 O10 A \ \ ALT. TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING 1 /4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING a C 4 ° ,1 1/4" . G w C7 a n TYPICAL ANCHORS SEE ELEV ° FOR SPACING a ° ALT. I � N INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER •' ... v, O ALT. `�,1111l11►��,, �- ® A�d�,ll��p� yJ m It No.70592 y �r v ! v` u �® S F drawing no. FL #20352.1 I1®NA�-,0`�\` sheet 6 of $ Sealed: 1/12/2018 1 1.876 FRAME HEAD 1.189�{ 062 TYP. .094 2.844 2.063 Ia-1.409 ---1 O FIX. MEETING RAIL 1.403 -�{ -.078 1.625 L'I 2.406 F&622 1.189� O VENT TOP RAIL 2.076 7-j _ TMP 2.I38 1.625 ILL.062 1--1.189 ---1 1.502 .062 TYP. 2.848 U l =; _ .090 -.4 2.407 - 3.188 O FRAME JAMB 1.496 --i .875 1.1I89 T062 YP. --1 .715 1-- VENT SIDE RAIL 1-1.122--1 1 .078 .985 1.421 -41 1.029 1-- 13 SPRING LOADED LATCH 1.232 1.000 1.189 3.353 4 O6 VENT BOTTOM RAIL 2.848 FRAME SILL -- 2.786 � � -�{ .583 45 500 �� 672 .78� 1- 050 .865 .78� 1 .050 .865 .78� 1 .050 .8I65 �- 062 L 1.096 M 1.096 M 1.096 10 FLUSH FRAME ADAPTER O OGLAZING BEADS SB ITEM PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 MG201 1 FRAME HEAD 6063-T6 - 2 MG202 1 FRAME SILL 6063-T6 - 3 MG203 2 FRAME JAMB 6063-T6 - 4 MG204 1 FIXED MTG. RAIL 6063-T6 - 5 MG205 1 VENT TOP RAIL 6063-T6 - 6 MG206 1 VENT BOTTOM RAIL 6063-T6 - 7 MG207 2 VENT SIDE RAIL 6063-T6 - 8 MG208 AS ROD. GLAZING BEAD (5/16" GLASS) 6063-T6 - 8A MG209 AS ROD. GLAZING BEAD (7/16" GLASS) 6063-T6 - 88 MG210 AS ROD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-1`6 - •..;. 9 - 2/VENT SASH STOP 6063-T6 - 0002 10 MG212 AS REQD. FLUSH FRAME ADAPTER 6063-T6 11 - - - - - • so 12 SL203P 2/ VENT SWEEP LATCH ZAMAK SULLIVAN & ASSOC. •. • • • 12A #8 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL OH SMS • 13 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH; •' 13A - 2/ LATCH LATCH SPRING ST. STEEL - 14 #10 X i" AS REQD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 16 E202 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 18 W73231 NKOOOB AS REQD. SIDE RAIL FIN SEAL W'STRIPPING - ULTRAFAB 19A MG221 2/ VENT VENT BOTTOM GUIDE CELCON M&M PLASTICS 19B MG222 2/ VENT VENT TOP GUIDE CELCON M&M PLASTICS 19.1 #6 X 5/8" 1/ GUIDE SASH GUIDE INST. SCREW CRS FH SMS TYPE B 20 SL-14A-044 2/VENT ULTRALIFT SPIRAL BALANCE - CALDWELL 20A #10 X 1-1/4 1/ BALANCE BALANCE INST. SCREW - OH SMS TYPE B 22 - 1 5/16" BOX SCREEN - OPTIONAL 23 - 2/ LITE SETTING BLOCK AT 1/4 POINTS EPDM DUROMETER 80f5 SHORE A 24 - 2 HI -FLOW WEEPER - PREFERRED ENGINEERING PRODUCTS ``11111111///7' No. 70592 FL #20352.1 '�®®SAL ��.�`. /1111110� 2 0 o N I �O Z M N Q Q N 2 a � � o o0`.0 L) IL�� • • vrn �• fl Ir� g 0 f U o• a �• LRW �: o .� � m►g � .. 41•. 00 mi Z N 3 0 00 a z G i 3 Z Q) v x w � w N 0_ cp 0 V) OO��aNlo 0 N3� a z o0 0 O J v �co04 v) H d o � y u a a drawing no. W16-20 sheet 7 of $ Sealed: 1 /12/2018 14 14 T t- m.,-11I1� -: 7 W-A kI� -1JLlWl Ll 0 AN EN No. 70b92 FL #20352.1 "/j,,,NALvI\\ 10 � 0 cii d � U drawing no. W16-20 sheet 8 of 8 Sealed: 1 /12/2018 BCIS Home Log In User Registration ? Hot Topics Submit Surcharge Stats & Facts Publications Contact Us i BCIS Site Map Links Search t d. bo r '' Product ApprovalUSER: Public User Product Approval Menu > Product or Applica ion Search > Ap ication List > Application Detail FL # FL20359-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com Authorized Signature Ulises Senaris ulises@mrglasswindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. _: Validation Checklist - Hardcopy Received Certificate of Independence F.L-.2Q.3.5,9_R2_CQ.I._S.S=$gri.Qs._MG_.4.9 Alum H4rizpnGal._.lid...ing WIndoW,(LMI SMI,) CI 20.17„pdf 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 (2) ADDL. ANCHORS SEE CHART ON SHEET 4 6" MAX. HEAD/SILL CORNERS 74" WINDOW WIDTH (4) ANCHORS TYP. - - �AT MTG. STILE ENDS AT 4" O.C. \ / I t 'I I I II II C D 7 I 7 n II � C� I II II n LO = n a U I 1 II II ___ tj___=ft40 Z to > to I II 11 I II II I I II II II II I I II II II II I B I I I 6 I I j I '-N 96" WINDOW WIDTH FALSE MUNTINS (2) ADDL. ANCHORS (SURFACE APPLIED) SEE CHART MAY BE USED MAX. 4 ANCHORS 6" ON SHEET 4 AT MTG.O.C. STILE ENDS - -� HEAD/SILL AT 4" CORNERS g--- I ! I I I I I I\\ I 32 3/8" \ , _ - - / 32 3/8" In mw z m D.L. OPG. D. L. OPG. in O U 37 3/16" VENT WIDTH 89 3/4" I I I II II C D II II II 7 ---TI---- A- -rr--- W = 0 2 M 0 1`0 g 1 I =--JL----1#====11---- -- Ir-- 7 �r--- II' II II z > o ,_I� I II If I I f I I if I II II II I I II II tl II II jil�I- -Ir- - B Ti I I 6 I I 11 VtNI WIUIM M m ► ' I I I II n II II I ID 10 7 � 7 I II I II 11 II I 30 z LO � F- ZW � I II II / II II � > I I II II- II II II II I I I II II II 11 I� II II II ii B EL 6 j I 43 3/8" - 43 3/8" D.L. OPG. D. L. OPG. TYPICAL ELEVATIONS 48 3/16" TESTED UNITS VENT WIDTH SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 4 & 5. MIX IX z U FALSE MUNTINS —(SURFACE APPLIED) MAY BE USED • _T •••• 7 • • mOD •••••• a •• •• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 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 LIMITED 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. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. 0 a a• eg V" co N 1 so n O � Z � 3 uj ONE ado M N 00 0 O J n 3 L` z 0 O O J v N 0 J M 00 m W A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED n ON THIS DOCUMENT. N c B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF O o ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED U ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) N o FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER N USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS- FOR REVIEW. - N N D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF C THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. p FL #20359gQ •` 9. cent ® �'� D a IVo. 70592 �® • • drawing no. 16 NAL�sheet 1 of 10 Sealed: 1/12/2018 6" MAX. EAD/SILL F e (MO = 3 M = M p Z N H W J 0 o 111 7/8" WINDOW WIDTH (4) ANCHORS AT MTG. STILE ENDS / AT 4" O.C. I I I I I I I it 1i jD I I II I I I I I I I II II II < II II �I I I I I it ?I II II B I I I I II II II II I s � I � I 32 3/8" 32 3/8" 32 3/8" D.L. OPG. D.L. OPG. D.L. OPG. 37 3/16" 37 3/16" VENT WIDTH VENT WIDTH 127 5/8" FALSE MUNTINS (SURFACE APPLIED) MAY BE USED m 00 m Q-1 z �o U MUNTINS ICE APPLIED) USED cn mW az 0 TESTED UNITS 'I.. V" N 1 m Z M ,. ,�F W OIL O p V 0 U ILI W W • Ix .. C •••�•• v p UF44 •••••• 0 m 52 o, a • • L� to C L •• •• •••••• Z a 1 . .. C•• m Z N J — 00 0 3 � 3 p k0 Z J 0 8, W N_ of 5 N M S st Ih aND 00 o 0 2 � moo- M moo m ,......;md �,. co Ycy I N No.70592 c •+ Lvj u off° ® 8 T • • drawing no. FL #2 0 3 5 9 ��i111ittt� sheet 2 of10 Sealed: 1/12/2018 c� 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS N .090" Interlayer .090" Interlayer .090" Interlayer 101 Trosifol PVB Trosifol PVB SentryGlas By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' Z CO h 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS M h "� Cl a Qa eN � SILICONE �,i SILICONE a w SILICONE 0 N : 00 m Z DOW 795 m DOW 795 Z m Z DOW 795 f�4V IL • i N a 22 It II � N � to � �• LL �p•. 0 ! it \ j I I II •••••• 00N j I it it it II it jl jl i! ...... •....• VJLLr a o 0f g•g 63 X X gM 0: r 10 10 •••.•• • • •• N O• Q w POINTS ON LITES w AT 1/4 POINTS ON LITES w 1/4 POINTS ON •• 1y /4 29 AT LITESR 29 THAN 36" ONLY WIDER THAN 36" ONLY WIDER THAN 36" ONLY • • Q• GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' •..• • 5/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS00 = �• •• N Z ro o 1/8" TEMP. GLASS 1/8" TEMP. GLASS 1/8" TEMP. GLASS 3 C 1/4" AIR SPACE 1/4" AIR SPACE 1/4" AIR SPACE Z 0 Z 3 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 0 J .090" Interlayer .090" Interlayer .090" Interlayer w Ili H c0 Trosifol PVB Trosifol PVB 'Kuraray SentryGlas cr_ p cn M 00 By 'Kuraray America, Inc.' By America, Inc.' By 'Kuraray America, Inc.' = O r) 00 co 0 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS V) . L w SILICONE w SILICONE w SILICONE Z � i M O-i m DOW 795 m DOW 795 m DOW 795 N 0 m 00: N 22 j; I II i N 22 j; I II (n 22 j. I II \C7 I li Ij \� I li II \0 I li II L0 I I' I' it it it ii 22 0 Of 10 2 10 C 29 AT 1 /4 POINTS _ 29 AT 1 /4 POINTS LU TA /4 POINTSALL SIZES ALL SIZES SIZES N GLASS TYPE 'Al GLASS TYPE 'B1' GLASS TYPE 'Cl' -- 11/16" OVERALL INSUL. LAM. GLASS - -- 7/8" OVERALL INSUL LAM. GLASS - — 7/8" OVERALL INSUL. LAM. GLASS - - GLAZING OPTIONS ° a� 0 c `��t11111I1//// 1/4" AIR SPACE CONSISTING OF: 'DURASEAL' EDGE SEAL SYSTEM - 70592 - a •• m 8Y 'QUANEX' =� �= v A Or • . �� drawing no. ��/ ZONALIII -26 FL #20359 �� sheet 3 of 10 Sealed: 1 /12/2018 © ©AD ® DESIGN LOAD (XO CAPACITY OR OX SIZES) - PSF FRAME DIMS. GLASS 'A' & TYPES 'Al' GLASS 'B' & TYPES 1111' GLASS 'c. & TYPES 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 37" 53-1 /8" 63" 74" 84" 96" 26" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 26-1/2" 37" 53-1/8" 63" 74" 84" 96" 38-3/8" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 140.0 26-1/2" 37" 53-1 /8" 63" 74" 84" 96" 50-5/8" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 138.7 - - 80.0 80.0 90.0 121.4 26-1/2" 37" 53-1 /8" 63" 74" 63" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 90.096" - - - - 90.026-1/2" P126.584" 53-1 /8" 63" 74" 74" - - 80.0 80.0 -37" - - 80.0 80.0 - - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - 84" 96" 50-5/8" - - 90.0 140.0 o J - - - - 90.0 140.0 74" 84" 96" 63" - - - - 90.0 140.0 - - - - 90.0 ' 132.7 - - - - 90.0 - 125.0 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & 'Bl' GLASS TYPES 'C' & 'cl. WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24" 36" 48" 60" 72" 84" 96" 24" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 60.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 140.0 24" 36" 48" 60" 72" 84" 96" 36" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 140.0 24" 36" 48" 60" 72" 84" 96" 48" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 128.0 24" 36" 48" 60" 72" 84" 96" 60" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 136.5 80.0 80.0 80.0 80.0 90.0 117.0 - - - - 90.0 102.4 24" 36" 48" 60" 72" 84" 72" - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - - - - - - - 96" 48" - - - - 90.0 140.0 72" 84" 96" 60" - - - - 90.0 140.0 g c - - - - 90.0 140.0 - - - - 90.0 128.0 OPERATING VENTS TO BE 1 /2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. GLASS TYPES 'B' & 'Bl' GLASS TYPES 'C' & 'C1' FRAME DIMS. GLASS TYPES 'B' & 'Bl' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 55-1/2" 9-11 / 16 83-1/4" 94-1 /4" 26" 80.0 80.0 90.0 140.0 54" 63" 72" 81 " 90" 24" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 55-1/2" 9-11/16 83-1/4" 94-1 /4' 38-3/B" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 149% 80.0 80.0 90.0 140.0 54" 63" 72" 81" 90" 36" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 149.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 j gq p 55-1/2" 9-11 /1 s 83-1 /4" 94-1 /4" 50-5/8" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 iaG.O• 80.0 80.0 90.0 140.0 80.0 80.0 90.0r4C 80.0 80.0 90.0 140.0 54" 63" 72" 81 " 90" 48" 80.0 80.0 90.0 80.0 80.0 90.0 121.4 80.0 80.0 90.0 55-1 /2" 9-11 / 16 83-1/4" 63" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 80.0 80.0 90.0 111.5 80.0 80.0 90.0 80.0 80.0 90.0 97.5 80.0 80.0 1 90.0 140.0 55-1/2" 9-11/16 74" 80.0 80.0 70.9 98.5 54" 63" 72" 81 " 90" 60" 80.0 80.0 90.0 140.0 80.0 80.0 62.2 86.4 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 117.0 - - 90.0 102.4 54" 63" 72" 81 " 72" 80.0 80.0 90.0 140.0 80.0 80.0 80.6 111.9 80.0 80.0 69.4 6.4 - - 61.9 �85.9 OPERATING VENTS TO BE 1 /4 TO 1 /3 OF THE WINDOW WIDTH 'XO OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FL #20359 110. GENS No. 70592 :�® A F NAIL V" /� 04 N I 1 ~ h z QW . N a OAS`` �j� p• �• vU. 0 a� O a � o �•`� it 0•1 J a yu Q fu 9.j•p 00Z 00 3 3 0 o v 3 to U Z M Z v O •� N x of O V) r j 000 i C)dto04 00 00 J 1 Z 0 rQ �J n c) Li J 2 00m c O 0 0 a� o i 0 1 ~ VN V (L7 drawing no. W16-26 sheet 4 of 10 Sealed: 1/12/2018 m DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' & '111' GLASS TYPES 'C' & 'cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1 /4" ill" 126" 26" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 74" 106-1 /4" ill" 126" 38-3/8" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 1 90.0 140.0 74" 106-1 /4" ill" 126" 50-5/8" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 138.7 74" 106-1/4" 1 11 " 126" 63" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 129.0 80.0 80.0 90.0 125.7 80.0 80.0 - - 74" 106-1/4" ill" 126" 74„ 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' & 'Bi' GLASS TYPES 'C' & 'C1' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72" 84" 96" 108" 120" 24" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72" 84" 96" 108" 120" 36" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72" 84" 96" 108" 120" 48" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72" 84" 96" 108" 120" 60" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 136.5 80.0 80.0 - - 72" 84" 96" 108" 120" 72" 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - (1/3W) (1/3W) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' & 'Bl' GLASS TYPES 'C' & 'C1' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" ill' 126" 26" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 74" 106-1/4" ill" 126" 38-3/8" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 - - 74" 106-1 /4" 111" 126" 50-5/8" 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 74" 106-1/4" ill" 63" 80.0 80.0 90.0 1 140.0 80.0 80.0 - - 80.0 80.0 - - 74" 106-1 /4" 74" 80.0 80.0 - - 80.0 80.0 - - NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' & 'Bl' GLASS TYPES 'c. & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72" 84" 96" 108" 120" 24" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72" 84" 96" 108" 120" 36" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72" 84" 96" 108" 120" Q. 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 72" 84" 96" 108" 120" 60" 80.0 80.0 80.0 80.0 - -_ - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 72" 84" 96" 108" 72„ 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH XOX' FL #20359 40ou Co N I co Z M ►` h a 1- w M 000.0 Q • • .. • �.�W.. ; • • p u of. .,.••• Q, 0 >_f 8 •••• • U) asa . w J Zo€ ' V N Z N v O' o 3 � 3 0 � z 3 � C) jv w� fV x 10 O N M N 2 g ih 00 00 0 (n�� Q p V' OLLJ J M 03 m 0 U) `�111111111//�� jGEIN • ' � �� m g No.70592 '_ ~ ®• S •� drawing no. sheet 5 of 10 Sealed: 1/12/2018 1BY TYPICAL ANCHORS WOOD BUCK SEE ELEV. FOR SPACING da °d r a � � a d• a�d.d EDGE' DIST. d ad. Y m o EDGE METAL STRUCTURE 3 p it DIST. 0 EDGE DIST. N I 17 ' 9 SEE I ELEV NCHORS SEEI ELEV. ANCHORS ,. ,• ;. ,. ,: FOR SPACING 71 FOR SPACING ii ii I li I! WEEPHOLES: I: is i is is I I W1 = 1 „ X 1 4 WEEPHOLES AT 2-1 4" FROM EACH END I! !! !. !! !! W2 = 1-3/4" X 3/8" WEEPHOLES AT 5-1/2" FROM EACH li li I' li li END WITH PLASTIC BAFFLE a0 i! i! i! ii i! i! i! i, i! it a SEALANTS: d W �, a w = ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT a z AT EACH END AND INSTALLATION SCREWS IN SILL SEALED WITH ALUMINUM COLORED SEALANT. ii ii li is ti i I r is li I• ii li is li i! ii li i! li i! iI li i! li O �-- W i b 0 DIST: c EDGE . N a' TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. N. D' ° �1BY v v ° WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING V" II F.B.C. APPROVED it jI MULLION & MULLION ANCHORS II li SEE SEPARATE APPROVAL II II h z I EDGE DIST. I 1 I F W ai I it Q --- --- "h� IL O- OO o L) O IL WWI G00100 . 040,1 raj . . sees•• sees M � TYPICAL ANCHORS O • O q g SEE ELEV. • • • FOR SPACING •;••; o sw •• NY- C eel NOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS • RUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM NND TRANSFER THEM TO THE BUILDING STRUCTURE. •' TYPICAL ANCHORS: SEE ELEV. FOR SPACING 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 (HEAD/SILL/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF —DRILLING SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1 /8" THK. MIN. (6063—T5 MIN.) STEEL: 1 /8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS.. = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS- SG = 0.55 MIN. — CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm — 2000 PSI MIN. `` •• f / • No.70592 i FL #20359 Q., YONA@0%��.�`. Go Z N v — 00 Q Q3 0 O � z 3 M J v 0 8 w� 10 00 ul = 5�� 0 N 3 1J QZ �n M O J v CIE W 2 co m ro N p g 1 ii o° m $ u drawing no. W16-26 sheet 6 of 1 C Sealed: 1 /12/2018 STF TYPICAL ANCHORS SEE ELEV. FOR SPACING JLL LLLY. FOR SPACING VENT WIDTH VENT WIDTH 101 EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE 1 /4" MAX. O SHIMS 4 TYPICAL ANCHORS OPTIONAL TO SEE ELEV. SPRING LATCH FOR SPACING E IV �.v 24A °I •1/4" _-___--- _-___-- - w � v 17 v D.L. OPG. 1 BY WOOD BUCKS y. V" N I to Z M ►. J O t• M g� a a. O O0 0 O 10Y • • • O jLm . V •••... is •••••• {�, Z fn •• • V u') Z N J OD 0 3 � Z o Z � v J ~~ 0 W W IV to !Y O N M t W 2 0� M OD DD I YPICAL ANCHORS (n )EE ELEV. N 3 'OR SPACING g Z } M �0-1 n IY N OW IND GE o.70592Lu 5i a c u .1 01. ST drawing no. FL #20359 , ZONAL sheet 7 of 10 Sealed: 1 /12/2018 EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE i x V1 TYPICAL ANCHORS SEE ELEV. FOR SPACING c� N F.B.C. APPROVED I t° -� rq ►` MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL 3 Q h z M EDGE DIST. a Z 0- a LL • •••• co 8 •••••• C at TYPICAL ANCHORS " " O: As Z O SEE ELEV. • • • • • • Q m p LL i4 FOR SPACING • ' . V. �; v U to Z N J v QO 3 I O r, o v 3 p to CD Z M z 3 0 wrr O N M N 1/4" MAX. O _ 0� M aD 00 SHIMS C � J of N 3 g ALT. ¢ O g Z to W J " O M TYPICAL ANCHORS r0 SEE ELEV. FOR SPACING e I � N w m 00 m d D ,1 1 /4" . F N 4 C Q w C7 a O d y a D INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER `�111111111/// to i OF IV0.70592 _ o y� a aJi v ! v u 0 S T • . drawing no. P•.•' s FL #20359 �®®NAL1�\�` sheet g of 10 Sealed: 1 /12/2018 2.848 2.313 3.188 062 TYP. 1.189 Ji 1.439 �1 FRAME HEAD 13. L- FRAME SILL .062 .528 250 I I-� F� 1.345 -•"I SILL TRACK 2.848 _I 1.000 FRAME JAMB 1.189 T- .s21 1.496 1.502 .062 TYP. O VENT TOP/BOTTOM RAIL 2.406 .062 TYP. 2.076 2.974 38 OS JAMB STILE 1 )3 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 MG203 1 FRAME HEAD 6063-T6 - 2 MG301 1 FRAME SILL 6063-T6 - 3 MG302 1 SILL TRACK INSERT 6063-T6 - 4 MG303 AS READ. FRAME JAMB 6063-T6 - 5 MG212 AS READ. FLUSH FRAME ADAPTER 6063-T6 - 6 MG204 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 MG205 1/ VENT VENT INTERLOCK 6063-T6 - 8 MG304 1/ VENT JAMB STILE 6063-T6 - •• • 9 MG207 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - •••••• 10 MG208 AS READ. GLAZING BEAD (5/16" GLASS) 6063-T6 - Goose* 10A MG209 AS READ. GLAZING BEAD (7/16" GLASS) 6063-T6 - • • 10B MG210 AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 13 MG305 AS RTEQD. ADD -ON SILL RISER 6063-T6 - 000000 14 MG321 4/ VENT ROLLER HOUSING & GUIDE CELCON • • • • • • 15 MG322 2/ VENT ROLLER BRASS - • • 16 MG323 2/ VENT ROLLER PIN ST. STEEL - : • �. 17 #10 X 1" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS PH SMS 18 #10 X 3-1/2" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS PH SMS 19 W222322 AS READ. FIN SEAL W'STRIPPING - ULTRAFAB 22 E202 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4" FROM EACH END ZAMAK SULLIVAN & ASSOC. 24A #8 X 5/8" 2/ LATCH LATCH INST. SCREW ST. STEEL FH SMS 25 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH 25A - 1/ LATCH LATCH SPRING ST. STEEL - 26 - 2/ WOW. HI -FLOW WEEPER - PREFERRED ENGINEERING PRODUCTS 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL 28 - AS REQD. SILL INSERT, 2" LONG 6063-T6 AT MTG. STILE LOCATION 29 - AS REQD. SETTING BLOCK AT 1 /4 POINTS I EPDM DUROMETER 80*5 SHORE A I _ 1.531-� �7 VENT INTERLOCK 2.8447 062-1 +60 I .500 1.409 188 --I I 0621.189 TYP• 13 ADD -ON SILL RISER .094., .969 O - -I 2.786 �{ _ - -�i I--.125 6 FIXED MTG. RAIL _� .500 DC=�_ .672 1.000 .062 1.122 O FLUSH FRAME ADAPTER 28 SILL INSERT .078 1.421 •583 458 -}�-�1 -�I .134 .985 F-:F050 T-17.865 78�050 .865 .761.050 .865 1.029 96 1.096 1.096 25 SPRING LOADED LATCH GLAZING BEADS FL #20359 ®. ��.. " (/ VGEAISF � °• '•.. i N0.70592 ' S drawing no. W16-26 sheet 9 of 10 Sealed: 1 /12/2018 III 17 17 V" �. to to N I Q Z b Q2 � IL .. IL 005 •loll• C) = R •.•• Ot t 000 ••..•• Q W • a � CU U') Z 00 J OO 7 n � A d z 3 �t�j 8 w0 0 N M d S Q�M CO o Z LO 0 C9o-J ca FRAME BOTTOM CORNER `��11°1i1////// PIP .. ' V%CEPd NO.70592 s ® S drawing no. FL #20359 (sheet 10 of 10 Sealed: 1 /12/2018 M IAM I•DADE MIAMI—DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building Eco Window Systems, LLC 8502 NW 80`e Street Medley, Fl. 33166 SCOPE: This NOA. is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A_HJ). 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 A.HJ (in areas other than Miami -.Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "ECO-Guard" Clipped Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M14-01, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 05/19/14, with revision A dated 11/15/17, prepared by A]-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of .Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 1.7-1218.14 and consists of this page .1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 19-0405.09 Expiration Date: October 23, 2024 Approval Date: May 30, 2019 �f Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS L Manufacturer's die drawings and sections. (Submitted under NO.A# 14-0529.16) 2. Drawing No. M14-01, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 05/19/14, with revision A dated I I/15/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 along with marked -up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA# 14-0529.16) 2. Test reports on: 1) Large Missile Impact Test per PA 201-94 2) Cyclic Wind Pressure Loading per PA 203-94 along with marked -up drawings and installation diagram of a clipped aluminum mullion at a fixed window/ a single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2192B and HETI-08-2166C, both dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA.# 14-0529.16) 3. 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 a clipped aluminum mullion at a fixed window/ a single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under IVOA# 14-0529.16) C. CALCULATIONS 1. Structural analysis, complying with FBC Wh Edition (2017), prepared by Al-Farooq Corporation, dated 11/30/17, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 t Man200- Pet z, P.E. Product Conf aminer v0A19-0405.09 Expiration Date: October 23, 2024 Approval Date: May 30, 2019 E-1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 to FBC 61h Edition (2017) and of no financial interest, issued by Al-Farooq Corporation, dated November 14, 2017, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA# 17-1218.14) 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. (Submitted under NOA# 14-0529.16) 3. Laboratory compliance letter for Test Reports No. HETI-08-2192A, HETI-08-2192B, HETI-08-21.66A and HETI-08-21.66C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA# 14-0529.16) 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez, P.E. (Submitted under NOA# 14-0529.16) G. OTHERS 1. Notice of Acceptance No. 14-0529.16, issued to Eco Window Systems, LLC for their Series "ECO-Guard Clipped" Aluminum Tube Mullion - L.M.I., approved on 10/23/14 and expiring on 10/23/19. &I�ue Manuel erez, .. Product Control Exa i NOA No. 19-0405.09 Expiration Date: October 23, 2024 Approval Date: May 30, 2019 E - 2 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None B. TESTS 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter verifying conformance to FBC 6te Edition (2017), issued by Al- Farooq Corporation, dated March 21, 2019, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 17-1218.14, issued to Eco Window Systems, LLC for their Series "ECO-Guard Clipped" Aluminum Tube Mullion - L.M.I., approved on 02/22/18 and expiring on 10/23/19. / Manuel Perez Product Control Ex min r NOA No. 19- 09 Expiration Date: October 23, 2024 Approval Date: May 30, 2019 Law] 4. s.00D MULLION SYSTEM IS {RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT IRESISTAPIT PRODUCTS. RECTANGULAR ALUMINUM TUBE MtJLiJO us1mG i uLUON PROPERTIES ONLY THIS PRODUCT HAS BEEN .DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (STH EDITION) FLORTDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (WHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 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 MANWS INSMJCTION& 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-MFl-kJJC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED 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 SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN- THIS .DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO .BE REVIEWED BY BUILDING -OFFICIAL tNSTRULMO'NS_ USE CHARTS AND GRAPHS AS FOLWWS. DETERMfNE DESIGN LOAD REQUIRED PER ASCE 7 fOR PARTICULAR OPENING. USE M"-OADE COUNTY APPROVED GLAZING PRODUCTS MEfriNG ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS STEP ON SHEET 4, SELECT ANCHOR TYPE WTrH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TUBULAR SHAPES ALLOY = 6063-T6 —----T Teir------ T- I II 1 I TYPICAL GLAZING PRODUCT 0 I a� �3 a'oo`o Odig �, D�fm+i O •, Opp o ion »bow 0 • ••p•r • o1-10 '• N� w ?- Lu m <n MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL � o o M A CO SEE WINDOW OR DOOR APPROVAL FOR fASTENERS SIZES AND SPACING F] I m Z Z LL. � 3z�0 O OQ v Co� Ed 0 ftoovcT RENKWM AS complying "b *6 Fbd& kcreptarce No c �' Ewmllm 11im- Hy CD PRODUCT REVISED � a as complying with-fihs FlorMa r-ode_ N r O � Y OA—Mo. 17-1218.14 / g° ° a s Exphatian Daft IC /23/201-9 �® ��S/�: drawing no. Mlam duct Control /�� • I� �� sheet 1 of 9 • • • • • • --j 1.000 -{ 1.000 f I� 125 375 --{ 1.000 1_000 � .125 I 125 .375 .i25 4.000 4.oao 3.000 3.000 1 Lj L J .375 Ix .9502 IN\4 Ix = 2.0374 IN\4 IX = 1.538 IN\4 Ss - .6335 IN\3 SY 1.0127 IN\3 Ss - 1.0254 14\3 1 X 3 1 X 4 1 X 3 STD. MULLION STD, MULUON CUSTOM MULUON 6063-Tfi 6063-T6 6063-T6 1/2- MIN. a ANGLE CLIP 6063-TB MULUON CUP 6063-T6 .125 .375 J f IS = 3.1878 IN\4 S`s = 1..5939 IN\3 1 X 4 CUSTOM MULUON 6053-T6 25 Ix = 2.9762 IN\4 SY = 1.4881 IN\3 2 X 4 STD. MULLION 6063-T6 OP110NAL 1 /2- !A[N. e a t/2-- MIN. MULUOhL CLEF w53 T6 125. 125 B. .125 25 Is 8-2757 IN\4 Sz a 2_7588 IN\3 2 X 6 STD. MULUON 6063-Tfi &.I I8 = 15.20M IN\4 SY - 5.0677 w\3 2 X 6 HEAVY MULUON 6063 T6 150 0 i v Z ;tip �Z o N 1-!I �a LE fl b o1" C Ix M 0 N o 6> .: m CO . La w >- cr M O �n � D 0 z Z t� m 'S z�J- o _j 0 C14- v Q 00 3 W 00M . n �o N O Dq o ; _ i C G �.'.•' i to PIWDUGT P"SED 7 2 as complying with the Florida e E s $uiiding Code NZA-tro. 17-121 & 14 Expiration -Date 1-0/23/2O19 �®�+ORI F1:0F � 4(j drawing no. BY ',M 14-01. � ,nun -1 IYliam a Product Control //s'��AIL 11111%-(sheet 2 cf 9 l •• •••.� ..•• •••• a•• ...• 10 • .. • • r .• • •••.•� • lose DESIGN LOAD CAPACITY - PSF W>tiNDOIT DIMS. ANCHORS TYPE ABC.b19-1/8' WIDTH (W) MULL SPAN A2 A4 A6 B2 B4e 26-1/2" 30' 37' 42' 4B" 54' 60' 66' 72' 38-3/8' 120.0 120,0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120A 120.0 120.0 120.0 120.0 120.0 120.0 101.4 120.0 120.0 120.0 1"20.0 120.0 89.3 120.0 120.0 120.0 120.0 120.0 78.2 112.6 120.0 108.4 120.0 120.D 69.5 100.1 120.0 97.6 12D.0 120.0 62.5 90.1 120:0 88..7 120.0 120Z 56.9 81.9 113.7 81.3 120.0 120.0 52.1 75.0 104.2 19-1/8" 26-1/2' 50' 37' 42' 48.' 54' so' F6' 72' 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 t20.0 120.0 120.0 114.3 120.0 120.0 120.0 120.0 120.0 92.7 120.0 120.0 120.0 120-0 120.0 81.6 117.6 120.0 111.4 120.0 120.0 71.4 1D2.9 120.0 99.0 120.0 120.0 63.5 91.4 120-0 89.1 120.0 i20.0 57.1 82.3 1-14.3 81.0 120.0 120.0 5-1.9 74.8 103.9 74.3 120,0 T20.0 47.6 68:6 95.2 19-1/8' 26-1/2- 30' 37' 42' '0' 54' 60' 66' 7.2" 50-5/8" 120.0 120.0 120-0 120.0 120.0 120.0 120.0 120.0 120A 1D73 120.0 120.0 1-20.0 120.0 1120.0 94.8 T20.0 120.0 119.9 120.0 120-0 76.9 11:0.7 120.0 105.7 120.0 120.0 67.7 97.5 120.0 92.4 120.0 120.0 59.3 85.3 118.5 82.2 120.0 120.0 52.7 75.9 105.3 74.0 120.0 120.0 47.4 88.3 94.8 672 117.2 120 0 43.1 62.1 S6.2 81.6 1075 120.0 39.5 56.9 79.0 19-1/8" 26-T/2' 30- 37' 42" 48" 54- 60' 66- 72- 53' 120.0 120.0 t20.O 119.5 120A t20.0: 12.MO 120.0 t20.0 86.3 12010 120.0 1189 120.0 1.20.0 762 109-7 120,0 96.4 1.20.0 120.0 6-1.8 8910 120.0 84.9 120.E 120.0 54.4 78.4 108.8 74.3 1.20.0 120.0 47.6 68.6 952 66.0 115.1 120.0 42.3 61.0 84.7 59.4 103.E 120.0 38.1 54.9 76.2 54.0 94.2 120.0 34.6 49.9 69.3 49.5 86.3 1 120.0 1 31.7 -45.7 63.5 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 14 A6 B2 B4a B4b 19-1/8' 26=1/2" 30' 37' 42- 48" EA. 60' 66' 72" 74-1/4" 120.0 120.0 120.0 101.4 120.0 120.0 114.2 120.0 120.0 732 105.4 120.0 100.8 120.0 120.0 64.6 93.1 120.0 81.8 120.0 120.0 52.4 75.5 104.8 72.0 120.0 120.0 452 655 92.4 63.0 109.9 120.0 40.4 582 M8 56.0 97.7 120.0 35.9 51.7 71.8 50.4 87.9 120.0 32.3 46.5 54.6 45.8 79.9 119.9 29.4 42.3 58.8 42.0 73Z 109.9 26.9 38.8 53.9 19-1/8" 26-1/2- 30' 37' 42' 48' 54" 60' 66" 72' 94" 120.0 120.0 120.0 09.6 120.0 120.0 100.9 t20.0 120.0 64.7 932 120.0 89.1 120.0 120.0 57.1 82.3 1143 72.3 120.0 120.0 46.3 66.7 9Z7 63.7 111.0 120.0 40.8 58.8 81.5 55.7 97.1 120.0 35.7 51.4 71.4 49.5 86.3 120.0 31.7 45.7 63.5 44:6 77.7 116.6 28.6 41.1 57.1 40.5 70.6 106.0 26.0 37.4 51.9 37.1 64.8 97.1 23.8 34.3 47.5 19-1/8" 26-1/2' '30' 37" 42" 48' 54' 60' 68' 72' 96" 120.0 120.0 120.0 73.4 1IM9 120,0 88.3 120.0 120.0 58.6 81.5 113.2 78.0 120.0 120.0 50.0 72.0 100.0 -63.2 110.3 120.0 405 58.4 8.1.1 55.7 97.1 120.0 35.7 51.4 71.4 48.8 85.0 120.0 31.3 45.0 62.5 43.3 75.6 113.3 27.8 40.0 55.5 39.0 68.0 1.02.0 25.0 36:0 50.0 35.5 61.8 92.7 22-7 32.7 45.5 32.5 56.7 85.0 20.8 30.0 41.7 19-1/8" 26-1 /2' 30' 37' 42' 48' 54' so" W 72" 108" 108.B 120.Q 120.0 69.7 100.4 120.0 78.5 120.0 120.0 50.3 72,5 100.E 693 120.0 120A 44.4 64,0 88.9 56-2 S&D 120.0 36.0 51.9 72.1 449.5 863 120.0 31.7 45.7 63.5 43.3 75.6 113.3 27.8 40.0 55.6 38.5 67.2 100.7 24.7 Z5.6 49.4 34.7 604 90.7 222 32.0 44.4 31.5 54.9 82.4 202 1 2r9.1 40.4 2" 50.4 75.6 - 1 26.7 37.0 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: ANY ANCHOR CONDMO-N SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SU OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLA71ON BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS VMpaCa m6wim *% *kn �ylvs with stile raAft DESIGN LOAD CAPACITY - PSF WINDOW DBMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 AG B2 B4a Bob 1-9-1/8' 26-1/2" 30" 37" 4Z" 48' 54" 60" 66' 72' 120' 97.9 120.0 120.0 B2.7 90.4 120.0 70.6 120.0 120.0 45.3 65.2 90.6 62.4 108.8 120.0 40.0 57.6 80.0 50.6 88.2 120.0 32.4 46.7 64.9 44.6 77.7 116.6 28.6 41.1 -57.1 39.0 68.0 102.0 25.0 36.0 50.0 34.7 60.4 90.7 22-2 32.0 44.4 312 54.4 81.6 20.0 28.8 40.0 28_4 49.5 74.2 - .2e2 36.4 26.0 45.3 68.0 - 24.0 33,3 19-1/8' 28-1/2' 30' 37' 42' 48' 54` 60' 66' 72' 132" 89.0 120.0 120.0 57.0 82.1 114.1 64.2 112.0 120.0 41.2 59.3 82.3 56.7 98.9 120.0 36.4 52.4 72.7 46.0 502 120.0 29.3 42-5 59.0 40.5 70.6 106-0 26.0 37.4 51.9 35.5 -61.8 92-7 22-7 32.7 I 45.5 31.5 54.9 82.4 202 29.1 40.4 28.4 49.5 742 - 26-7 36.4 25.8 45.0 67.4 - 23.8 33.1 23.6 41.2 61.8 - 21.8 30.3 19-1/8" 26-1/2 30" 37' 42` 48' 54" 60' 66" 72" 144" 81.6 120.0 120.0 52.3 753 1.04.6 58.9 102-6 12011 37.7 54.3 75.5 62.0 -90.7 120.0 337.3 48.0 66.7 422 735 110-3 27.0 38.9 54.1 37.1 -64.8 97.1 23.8 34.3 47:6" 32.5 56.7 85.0 20.5 30.0 1 41.7 283 50.4 75.6 - 28.7 37.0 26.0 4513 68.0 - 24.0 33.3 23.6 41.2 -61.8 - 21.5 30,3 21.7 t7737:8j56.7 - 20.0 27.8 ARCHES TO BE INSCED TYPICAL TYPICAL INSIDE RECTANGULARRIB SHAPE ANCHORS' HORIZONTAL MULLION VERiI(� MUWON 2 GLAZING 1111 GLA2ING PRODUCT PRODUCT TYPICAL AWHORS �'� GLAZING� PRODUCT T`�� 3 ANCHDR L 11 N 9= GLAZING GLAZING TYPICAL PRODUCT PRODUCT' ANCHORS _ MULLION SPAN TYPICAL MULLION ARRANCEM-E -WIDTH (W) = W1 + W2 2 ` fie►.. N PRODUCT REVISED as eompiying with the Florida SWkIing Code NOA-No. 17-1.2! M4 Expiration Date 10/23/201.9 By iM® 6E OF ti Via``' W 0 t Z O If Q 0 0'L 0 JL Q � Itj r~t GQa�� j �y 0 0 Q Li v i^p N O drawing no. .M 14-0 1 sheet 4of9 TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WING) #14 SMS 1-3/4' O.C. MIN. 4 PER CLIP TYPICAL. ANCHORS 1 PER ANGLE LFLOATING CLIP I I SNUG FIT INSIDE MULL J14 SMS I I 1-3/4" O.C. MIN. 2 PER ANGLE ANCHORS TYPE `A2$ TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING)—\ I 1 I 1 I I ,f1-4 SMS I i 1-3/4' O.C. MIN.. 4 PER CLIP ANCHORS TYPE `A4' TYPICAL ANCHORS 2 PER ANCLE I � \ I 11 tl FLOATING CUP SNUG FIT INSIDE MULL U u I I #14 SMS I I 1-3/4, O.C. JAIN. 2 PER ANGLE 2X 2 X1/8" ALUM ANGLE TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. t/4" DTA. ULTtRA;CONS BY '"ELCO' (Fu=177 KSI. Fy-155 I(S) CONCRETE 1-3/4' 2-1/2" 1 /4' DIA. SELF DRILLING SCREWS (GRADE 5 CRS) METAL 1 /8" 3/4" CONCRETE — fb - 3000 PSI MIN. METAL — 1/8' MIN. THK, STEEL Fy = 36 KS{ MIN. O�\ ` 1/8` MIN.'THK. ALUMINUM (6063—T5 MIN.) OR RATE ANCHORS MAY BE HEX OR FIAT HEAD. 7 ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WMH ALKALI —RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYIATE LACQUER. 2 X 2 X 1/B" ALUM ANGLE - ,Tying with t>3aa 9---khIng Code By f .,•, 4�1j1tt111I/fit PRtd#DMT REVISED -as compty1mg.with t1wFlorl" _ SuRcUng. code NOA-No. 17-121 & 14 Exi* tionMate10,'23/2019 ® -OF N8 roduct Control ®jfill l�1. 3 I Z o�b Of z S N cod 0. IL I Oym �Q Q , Oi l N ' N• 4013 3 o 1Ts 41-2 0 0 0100*00 • (V ,o J • 1 • V• J `o • ao • n =1 • J L w W 0= 5 co � � N th 0O�'o pm Z Z_ 3� 0 Q 0 drawing no. M14-01 TYPICAL ANCHORS 6 PER CLIP (3 ON EACH WING) TYPICAL ANCHORS 3 PER ANGLE i i LFLOATING CLIP I I SNUG FTI INSIDE MULL f14 SMS J j #14 SMS 1-3/4' O.C. MIN. 1 I 1-3/4- O.C. MIN. 6 PER CLIP 3 PER ANGLE LNCHORS TYPE `A6' OpNSRM\ \ f f Z 2ANG5. ALUM I III I TYPICAL ANCHORS; ANCHOR TYPES SUBSTRKTE MIN. EMBED, MIN. EDGE DtST. 1/4� DIA, ULTRACONS BY `ELCO' (Fu=177 KSL Fy-155 KS!) CONCRETE 1-3/4` 2-1/2" 1/4` DIX SELF DRILLJNG SCREWS (GRkDE 5 CRS) METAL 1/8• 3/4' CQNCREM - I c - 3000 PSI MIN. METAL - 1/8" MiN. THK. STEEL Fy - 3B XSI MIN. 1/8" MIN. THY. ALUMINUM (60.63-45 MIN_) ANCHORS MAY BE HEX OR FLA7 MEAD, ALL CURS AND ANGLES TO FIT SNUG INTO TOBE MUUJONS. CUPS OR ANGLES CONNECTED DfRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS •61TUMINOUS PAINT OR WATER -WHITE METHACRYLAT.E LACQUER. PRODUCT REVISED as corsp�ng with the Fladda Building ode s+toa-Ho. 'f7-42-1& 14 :Expiration DmteAG=12 Ha By z vC cm Or •o oo 0592 u OF &J/ drawing, no. �'�' ��•• ° ,x'P• '•�®�� M 14-01 sheet 6 of 9 9 G R N B N u e I , I TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE OR 1 � 141 FLOATING CLIP I f I 1 1 SNUG FIT INSIDE MULL 2 X Z X ,oLUia ANGLE #14 SMS 1 I #14 SMS j I 1-3/4" O.C_ MIN. I I 1-3/4- O.C. MIN. I 4 PER CLIP 2 PER ANGLE. 4NCHORS TYRE. `B2' TYPICAL. ANCHORS 4 PER CUP (2 .ON EACH WING) I � TYPICAL ANCHORS 2 PER ANGLE OR 4 FLOATING CUP I 1 i SNUG FIT INSIDE M Y L U I I 1 I ! 114 SMS 1 I #14 SMS 1-3%4" Q.C. MIN. 1-3/4' O.C. MIN. 4 PER CLIP 2 PER ANGLE NCH ORS TYPE 'B4a' 2X 2x1/8' ALUKA ANGLE TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE -MIN. EMBED. M1N_ EDGE DIST. 1/4" DLk ULTRACONS BY 'ELCO• (Fu-177 KSI, Fy-155 KSI) MASONRY 1-3/4" 2-T/2" WOOD 1 1-1/2" 1'" WOOD = 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY - C-80 HOLLOW/FILLED BLOCK f'm - 2000 PSI MIN. BY OR 28Y WOOD BUCKS NOT BY ECO VANDOW MUST SUSTAIN .LOADS IMPOSED BY GLAZING .SYSTEM AND TRANSFER THEM TO .811ILD{NG STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. rs �a�ttz�u'i�.II wLt�i €L;� FIB Ja, .0 L C PRODUCT REWFSED as comgiyk g with the Fhmida Budding Code NOA Na, 17-4218.14 Expiration Date- O/23/2019 By l4latv w 0 I Z r _ Co N 0ON`ME d N 0�� Q' C� cc • • ' M1� L'. U. N • �. 2 N= 0 • • U w . :cn Z •J. L0 • Moe • he J J N a R NM (} F-SD cn c0 F- 3: L_ Q C) pp I j in z co Z m Q j v U o0 � ad2 ®• OF ��({�� drawing na ��®®>�!f►4. �� sheet 7 of 9 TYPICAL ANCHORS 4 PER CUP (2 ON EACH WING) TYPICAL ANCHORS 2 PER ANCLE LFLOATING CUP I r SNUG FIT INSIDE MULL #14 SMS 1 j #14 SMS 1-3/4" O.C. MIN./I I 1-3/4' O.C. MW_ 8 PER CUP 3 PER ANGLE NCHORS TYPE `B4b' 11 L2X2X 1/8" ALUM ANGLE I TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE TE idIN. ShBEfl. MIN. EDGE DIST. 1/4" DIA. ULRWDNS BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) MASONRY 1-3/4" 2-1/2" WOOD 1-1/2" 1" WOOD — 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. — 0.55 MIN. MASONRY — C-90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. IBY OR 25Y WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO .BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. SWUM RENEVYm Aess��!a? W iqo Ex 'rag}��= ;Dnr� . • "LLJ(. ¢' ey PRODUCT REVISED a$ compFyfng with the Florida e�ait�ng- Code _ NOANo. 17-121S.14 Expiration Darts 10/23/2019 BY �u 3� W 0 1 d Z. � h m M O g � m 0'a�m g CC E 0 �••• B. t/I J • u'� J • m f • o0 0 a< • LLI ED r 01 p C) u> a o 00 Z Z LL. 0 U-)uj Q LLJ Co 7 ...Q�`bA.11A ��✓ ``. • co I 0 g e � 1.' AC OFF drawing no. �n oRSUP. , M 14-01 11, •••• •••• • • • •• •••• •••• •••• • • • • • •••• • • •••• #14 SMS SEE CHART FOR OUANTTTTES T-TUBE MULLION J14 FH SMS 2/ SIDE 1/8- THICK ALUM CHANNEL 1 1 LENGTH TO FIT SNUG INTO MULLION ; TUBE MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY #14 Fit SMS 1-1/2- O.C. MIN. ACCESS HOLE- F SEE CHART FOR QUANTITIES I THIS SCREW CAN BE INSTALLED IN EITHER -'I DIRECTION I 1 i 1 I 1 #14 FH SMS i 2 PER CUP I I 1' O.C. MIN. 1 I 1-3/4` X Z' X 1/8- (FOR 28Y TUBE) 3/4' X 2' X 1/5- FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION #14 SMS SUBSTRATE .Ed. — MIN. EDGE DIST. IMIN. CL TO CL SPACING ALUMINUM 1 5/8"1 1/2' ANCHOR NO. OF CHART SCREWS Tr TYPE A4 3 TYPE A6 4 It(OU T RENEW" m t6mplAug with tilt F*1066 Raiding Code ♦eetptsnec Ne l�7Z4' Qxpirati'"I Do 60 4 IRJWt PRODUCT REVISED as mmplytng wft the Florida ik"Code NOA-Ma. 17-1218.14 1Exppawm .crate 10/23/2019 a miaw__Da roduct Control w 0 I .t Z fi O � ", °' o 3 a. a'0OQ O n :? ao� � OCf Ufl�a 0:f o O 0 w. ro �0 e Qi lif � ••••.• ul J • i In a. J • � Z . • ao 141 u » w m I N� �- .,_,; :2 p o m z _Z 3 tl o 3z 0 LJ LLJ. Co M n N �P�• vGENSF 'ice o, ,p a ATE OF • u\ drowing no M 14-01 S1JI�f11"sheet 9 of 9