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RF-15-2768Miami 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 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 4331 , 4< 3,4,e -s /- j,t2 FBC 20 N Master Permit No. � 2 K)2 Sub Permit No.l)1 ?,� 6& ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION AclOP CONTRACTOR DRAWINGS l. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO %C Occupancy Type: Load: Construction Type: Flood Zone: �3 178 OWNER: Name (Fee Simple Titleholder): ID R 6.4S S ("1_0 613 25 ki_ 4-7 5fi40t6 City: . 5 /40 !SS State: ` L Address: BFE: FFE: Phone#: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: City: ii-Yi-) c c as s GP'ia✓ �(G44f3 w_ c.'.o,Aas119, c2 2c ��lri C 5 �ie (I'- S State: Zip: 77 dC - Zip: 7 7 / ? 8 � 1iti) g22 ‘c.7 6 Phone#. Qualifier Name: q /CL ftr'P 7 Phone#: ("? r 1i °21 - G`79 G State Certification or Registration #: Certificate of Competency #: (4 C 1$1 ?s DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: .,22 Square/Linear Footage of Work: Z. goo tea. Type of Work: ❑ Addition ❑ Alteration ❑ New E Repair/Replace ❑ Demolition Description of Work: Value of Work for this Permit: $ `( 000 • Specify color of color thru tile: eo Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ / TOTAL FEE NOW DUE $-49S-4)-- 6 er w( Lu --4-3 -ppm `i? OND (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT Signature ;Oar PRACTOR The foregoing instrument was acknowledged before me this The foregoing instrumen was acknowledged before me this 9 day of E-C.4)6Q (9 20 ) 10 , by I) day of re. 4 d7L,h '7 , 20 /_4 , by Y7plA It. r_Et cco La , who is ersonally known to - 0/137v gho is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: GP2-u-0-L2 � ens 093 rues LILY GUERRA « MY COMMISSION # FF 102698 at . .\! EXPIRES: BgUNnry 8 4TFOrLOoBonded TdeaServices tfr identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: 1-)I * MY COMMISSION # FF 102698 EXPIRES: July 16, 2018 BondedThru Budget Notary Services �r4' Mgr P •********************************* **** ****************************************SRR***Mak*******irk********** APPROVED BY (Revised02/24/2014) Plans Examiner Zoning Structural Review Clerk THOMAS 1.4. P a a . h 1 1 RE: Omar Cassola Residence 9325 North Bay Shore Drive Miami Shores , FL 33138-2950 • ROOF DRAINAGE CALCULATIONS •••• • • • •••• • • • •• • •••• • • • •.•• • • •.•• ••.• • • • • ...• •••• • • •• •• • ::arch 30th, 2006 •; • • • • • • • • •• • • •.•. • • • • . • CONTRIBUTING ROOF AREA 1. Largest area of roof 989 Sq. ft. 2. 1/2 the height of parapet wall above roof = 2" = 0.167 ft. (0.167' X 41' long X 2 sides) 14 Sq. ft 3. Total 1 003 Sq. ft II. Size of Vertical Roof Drain 1. Figure 1 : 1106.1: 100 Year 1 hour rainfall (inches) • Miami = 4.5" Rainfall Rate (inch / HR) 2. Table 1106.2(1) : Size of circular vertical conductors and leaders • 4" = 2200 sq.ft. Rainfall Rate (inch / HR) • 5" = 1760 sq.ft. Rainfall Rate (inch / HR) • 4 1/2 = 1980sq.ft. Rainfall Rate (inch/ HR) 3. 1003 Sq. ft < 1760 sq.ft. Therefore = 3" Roof Drain OK III. Overflow Scupper Size: 1. Table 1106.7: Sizing scuppers for a 5- inch per hour rate of rainfall. • Inches of head 2" • Length of weir 4" (section 1108.3: 4" minimum) • 4" Wide weir good for 641 sq.ft. • Use 2-4" Overflow scuppers, one each side • 1003 Sq.ft. = 501.5 sq.ft. =2 = 501.5 sq.ft. < 641 sq.ft. • 4" Overflow Scuppers @ 10' — O.0 Actual Amount. Note: Table & figures are from FBC Plumbing 2014 Edition. T omas . F•rd, R.A. Florida registration 8401 • • • • TITAN GLASS & ALUMINUM, LLC. CALCULATIONS FOR RAILING 9325 N. BAYSHORE DR. MIAMI SHORES. 33138 FL November 9, 2015 GLAZING CONSULTANTS MCY ENGINEERING, INC (EB28677) 8501 SW 124Ave, Ste. 205A MIAMI, FLORIDA 33183 PHONE 305.271.0117 FAX 786.573.5063 WWW.MCYENGINEERING.COM • • . . . .. . .. • . • • 0000 • . .. . • . . . . . • • . . .. . .. • . . • .... • . • . • .. 0. 000. 0000 0000 ..0. . 0000 . . • .. • \�\11111:/1 \\\ G VLA1.4G No, 605 itt 1 W .: /I i i � � v�LORw•. 1// -SS I ON?'` \\\• X111111 NOV 09 2015 YIPING WANG, P.E. F.L. # 55983 (Engineer's seal covers page D-1 to page C-3.) MCY ENGINEERING, INC. TITAN GLASS & ALUMINUM, LLC. CALCULATIONS FOR RAILING 9325 N. BAYSHORE DR. MIAMI SHORES. 33138 FL. D-1 .... • •..• • • • • • • •• • • • • •• •• •• SCOPE OF CALCULATIONS . ••.. • • •••• • • •• •• . •••• ••.• •••• . •••• • ••• . • • 1. This Product has been designed and tested to comply with the requirement of the • • • • current 2014 Florida Building Code including High Velocity Hurricane Zone (HVHZ)1... • : • • • • • • • • • • :• 2. Glass: a. Glass capacities as per ASTM E1300-04. b. Glass area not to exceed tested glass area. 3. Anchors: a. All anchor calculations have been reviewed to comply with the latest criteria regarding cantilever and anchor diameter. b. Anchors have been calculated based on manufacturer's capacities. C-1 MCY ENGINEERING, INC. TITAN GLASS & ALUMINUM, LLC. LATERAL DESIGN LOAD FOR RAILING 10/28/2015 By: LN Design Wind Load for Solid Freestanding Wall (Based on ASCE 7-10 Chapter 30) Max. Railing height: Basic Wind Speed: Vb := 175 44 in mph • • • . . •• • .•. • • • ..•. • . •. . • Gust -effect factor (Section 26.9.4) : Ge := 0.85 • • • • • . Net Forcee coefficient ( Fig. 29.4-1): Cf := 4.15.0.6•(1.8 —1) =.1..99" (Ca::E): .• • • • •••. • • •• • • .. •• • •••• .... ••.• .... • • . Velocity pressure exposure coefficient (Table 27.3-1) KZ := 0.98 (Exposure C) Topographic factor (Section 26.8.2): Kzt := 1.0 Wind directionality factor (Table 26.6-1): Kd := 0.85 Velocity pressur (27.3-1): qh := O.00256•Kz•Krt•Kd•Vb2 = 65.307 Ultimate design load: (Eq. 29.4-1) Design load: Ault gh•Ge•Cf = 110.578 psf Pult•Psf Pd := 1 6 — 69.111 • psf ••. • • • • \\MCY1\Dropbox\01 MCYE\Titan Glass\9325 8501 SW 124Ave. Ste. 205A Miami, FL. N. Bayshore Dr\Calcs\ 1 0.28.15\asce7-10 33183 Railing NGC.xmcd PAGE: 1 • • • • • • CHAPTER 29 WIND LOADS ON OTHER STRUCTURES AND BUILDING APPURTENANCES-MWFRS Velocity Pressure Exposure Coefficients, Kh and Kz Table 29.34 Height above ground level, z Exposure • '• • • • B C D •• • ft (m) 0-15 (0-4.6) 0.57 0.85 1.03 .. d 20 (6.1) 0.62 0.90 1.08 • • 25 (7.6) 0.66 0.94 1.12 ••1 30 (9.1) 0.70 J 0.98 1.04 1 1.16 1.22 • • 40 (12.2) 0.76 50 (15.2) 0.81 1.09 1.27 • • , 60 (18) 0.85 1.13 1.31 70 (21.3) 0.89 1.17 1.34 80 (24.4) 0.93 1.21 1.38 90 (27.4) 0.96 1.24 1.40 100 (30.5) 0.99 1.26 1.43 120 (36.6) 1.04 1.31 1.48 140 (42 1) (48.8) 1.09 1.36 1.52 160 1.13 1.39 1.55 180 (54.9) 1.17 1.43 1.58 200 (61.0) 1.20 1.46 1.61 250 (76.2) 1.28 1.53 1.68 300 (91.4) 1.35 1.59 1.73 350 (106.7) 1.41 1.64 1.78 400 (121.9) 1.47 1.69 1.82 450 (137.2) 1.52 1.73 1.86 500 (152.4) 1.56 1.77 1.89 • ••• • ••• C-2 •. • • •• • • • ••• r•• • • • • • •• • 1•• • • ••• • •• .••• ••.• ••• • • • • • ••.•••• • • • • • p•• • • • •• • Notes: 1. The velocity pressure exposure coefficient KZ may be determined from the following formula: For 15 ft. <_z<zg KZ = 2.01 (z/zg)va For z < 15 ft. Kz = 2.01 (15/zg)va 2. a and zg are tabulated in Table 26.9.1. 3. Linear interpolation for intermediate values of height z is acceptable. 4. Exposure categories are defined in Section 26.7. 310 • • C-3 MINIMUM DESIGN LOADS Design Wind Loads All Heights Figure 29.44 ' Force Coefficients, Cr Solid Freestanding Walls Other Structures & Solid Freestanding Signs.. • -•• e • • • • l(1"14-411.14411k.!�I • eaEDea�w s F I .•,,,,,,, reEEBTMWawKt CASE A r ���a� 1 1 n wxo f WW� t i F F •• • • • ••. CA•E•C• • • 1 csoixmwmrrsE ELEVATION VIEW /<visa_ -4 .. •�• • 1+-628 CEg - 14- MARX • s ✓� F CASES INININ ��6���! \ • h I' } ha F sash 1 F F • F Wsm 8 ssh ih�: ._1' _ I i, F R • •• ••t <7 anwrio SUIV.E c�+t+ CROSS-SECTION VIEW o.2a-j•j PLAN •• -/\ •••• • • VIEWS •1 • 1 C. CASE A B CASE B ClBefanC. Aspect Ratio, B/s Reds, sill 6 0.05 0.1 0.2 0.5 1 2 4 5 10 20 30 2 45 1.80 1.70 1.65 1.55 1.45 1.40 1.35 1.35 1.30 1.30 1.30 1.30 0.9 1.85 1.75 1.70 1.80 1.55 1.50 1.45 1.45 1.40 1.40 1.40 1.40 0.7 1.90 1.85 1.75 1.70 1.65 1.60 1.60 1.55 1.55 1.55 1.55 1.55 0.5 1.95 1.85 1,80 1.75 1.75 1.70 1.70 1.70 1,70 1.70 1.70 1.75 0.3 1.95 1.90 1.85 1.80 1,80 1.80 1.80 1.80 1.80 1.85 1.85 1.85 0.2 1.95 1.90 1.85 1.80 1.80 1.80 1.80 1.80 1.85 1.90 1.90 1.95 6 0.16 1.95 1.90 1.85 1,85 1.80 1.80 1.85 1.85 1.85 1.90 1.90 1.95 C. CASE C Region (Wm* ertsKs born Aspect Ratio, 0/s Region thssam ssrsxs ton Aspect Ratio, B/s `"'s'Y0 °'o'! 2 3 4 5 6 T 8 9 10 wfueredetel 13 245 0 to s 2.25 2.60 2.90 3.10• 3.30' 3.40" 3.55' 3.65' 3.75' 0 to s 4.00' 4.30' s to 2s 1.50 1.70 1.90 2.00 2.15 2.25 2.30 2.35 2.45 ' s to 2s 2.60 2.55 2s to 3s 1.15 1.30 1.45 1.55 1.85 1.70 1.75 1.85 2s 3s to 10s 1.10 1,05 105 1.05 1.05 1.00 0.95 to 3s 3s to 4s 2.00 1.50 1.95 1.85 we.. slue ssmr,.pWed Ors RWugmnRae6z rk�wVIEW at wuoRnoncan+ 4s toss 1.35 1.85 the hen s d°` tecterreltsn 0.3 OA) Ar/ETWLVcaNER 5s to 105 0.90 1.10 ,by sonar b 6.o o.70 r ',orient 1 22 s.80 ( Wwa 6 , Notes: 1. The term 'signs" in notes below also applies to "freestanding walls". classified as solid signs. Force coefficients for solid signs with openings 2. Signs with openings comprising less than 30% of the gross area are 6) shalt be permitted to be mul8piled by the reduction factor (1 - (1 - E)1 s). 3. To allow for both normal and oblique wind direction, the following cases shallbe considered: Fors/h<1: CASE k resultant force acts normal to the face of the sign through the geometric canter. CASE 8: resultant farce acts normal to the face of the sign ata distance from the geometric center toward the windward edge equal to 0,2 times the average width of the sign. For 6/s 2 2, CASE C must also be considered: CASE C: resultant faces act normal to the face of the sign through the geometric centers of each region. Fa sill =1: The same cases as above except that the vertical locations of the resultant forces occur ata distance above the geometric center equal to 0.05 times the average height of the sign. 4. For CASE C where s/h > 0.6, force coefficients shall be multiplied by the reduction factor -11.8 - s/h).) 5. Linear interpolation is permitted for values of slh, B/s and Lis other than shown. 6. Notation: B: horizontal dimension of sign, in feel (meters); h: height of the sign, in feet (meters); e: vertical dimension of the sign, In feet (meters); e: ratio of solid area to gross area; L: horizontal dimension of return comer, in feet (meters) • • • • • • •• • •• • •• ••• • • • ••• •. • • • • • • • •• • • • •• • • • • • 311 C-4 MCY ENGINEERING, INC. TITAN GLASS & ALUMINUM, LLC. LATERAL DESIGN LOAD FOR RAILING 10/28/2015 By: LN Glass Calculations as per ASTM E1300-09 3/8" Temp. + 0.060" SGi' + 3/8" Temp. Glass Glass capacity = 134 psf. > Design load ok// (See next sheet) Anchor calculations: 1/2" Wedge Solt 4" embed into concrete fc'=3000psi 6" 0. C. 3" min. Edge distance: Anchor spacing: a := 6in Railing Height: Max. moment at end of post: Resisting Arm: Tension per bolts: Shear per Anchor: Hr:=44in Mmax f'd•Hr2 a 2 2.787x 103•in•Ib 2.875in d1 := 2 = 1.438 in Mmax T1 :_ d1 S1 := IPd•a•Hr = 126.7041bf = 1.939 x 103 Ibf • • • • • •• • •••. • •••• • • •. .• • • • • • • • • •• • 18901b + 31551b Allowable tension per anchor: Ta:= 2 0.88 = 2.22 x 103 lbf Allowable shear per anchor: Sa:- 21651b = 21651b + 22701 b 2 T1 S1 —+—=1.006 Ta Sa 0.43 = 953.525 lbf T1 S1 if —+— < 1.01,"SAY OK" ,"NG" Ta 5a/ = "SAY OK" .• • • • ••.• • • .• . • •. • • ••.. • • 0000 ••.• . ••.• • • •.•• • • • • rN.CY1\Dropbox\01 MCYE\Titan Glass\9325 8501 SW 124Ave. Ste. 205A Miami, FL. Bayshore Dr\Calcs\10.28.15\asce7-10 33183 iling NGC.xmcd PAGE: 2 Glass Load Resistance Report -- Glazing Information Edge Supports: 1 Side Glazing Angle: 90° Lite Dimensions: Unsupported Length: Supported Length: 44.0 in. 59.5 in. Glass Construction (Rectangular) Project Details Project Name: Location: Comments: Single Glazed Lite { Fully Tempered } Interlayer Type: SentryGlas® Plus Outboard Ply Thickness: 3/8 in. Interlayer Thickness: 0.06 in. Inboard Ply Thickness: 3/8 in. Nominal Thickness: 3/4 in. Short Load Duration, Resistance, and Deflection Data Load (— 3 sec.): Load Resistance: Approximate center of edge deflection: Conclusion 68.2 psf 134 psf 0.57 in. Based on your design information, the Toad resistance is greater than or equal to• • • • the specified loading. • • • Statement of Compliance •••• Procedures followed in determining the resistance of this window glass are in accordance with ASTM E1300•4„. ••. • • •.•• • • • • •• •• • •••• • • •••• Disclaimer: • • This software can be used to determine the load resistance of specified glass types exposed to uniform lateral loads of short or long duration su�j��a,tye following •c.dltilns: - The glass is free of edge and surface damage and has been properly glazed in the opening in conformance with the manufacturer's recommendation. • •••• -Procedures exist to determine load resistance for rectangular glass assemblies that are: • • • a. Continuously supported along all four edges, b. Continuously supported along three edges, • • c. Continuously supported along two parallel edges, and • • ' •••• •• • d. Continuously supported along one edge. - The software user has the responsibility of selecting the correct procedures for the required application from the software. - The stiffness of members supporting any glass edge shall be sufficient that under design load, edge deflections shall not exceed U175, where L denotes that length of the supported edge. - The manufacturer states that the Safety Plus II 0.090 Polyurethane Large Missile Resistant interlayer is comparable to the PVB interlayer. - The non -factored load values for laminated glass are representative of test data and calculations performed for an interlayer at a temperature of 50° C (122° F). For other limiting conditions that may apply, refer to Section 5 of ASTM E1300 and local building codes. • • • • •• • Neither SDG nor GANA guarantees and each disclaims any responsibility for any particular results relating to the use of the Window Glass Design 2004 Software Program. SDG and GANA disclaim any liability for any personal injury or any loss or damage of any kind, including all indirect, special, or consequential damages and lost profits, arising out of or relating to the use of the Window Glass Design 2004 Software Program. Prepared by: on 10/28/2015 Window Glass Design 2004 - Version [1.28] Copyright © 2007 SDG, Inc. Page 1 of 1 C-5 • • • • • •• • • • • • .?owers FASTENERS PRODUCT INFORMATION R-1 Wedge-Bolt®(OT & SS) PERFORMANCE DATA Allowable Load Capacities for Wedge -Bolt OT installed in Normal -Weight Concrete at Critical Spacing and Edge Distances1'2'3'4 Nominal Anchor Diameter d in. (mm) Minimum Embedment Depth by in. (mm) Minimum Concrete Compressive Strength (f ') 1 2,000 psi (13.8 MPa) J 4,000 psi (27.6 MPa) 1 6,000 psi (41.4 MPa) Tension lbs. (kN) Shear lbs. (kN) Tension lbs. (kN) Shear lbs. (kN) Tension lbs. (kN) Shear lbs. (kN) 1 180 230 335 470 415 540 (25.4) (0.8) (1.0) (1.5) (2.0) (1.9) (2.4) 1 1/2 360 500 535 520 620 565 1/4 (38.1) (1.6) (2.2) (2.4) (2.3) (2.8) (2.5) (6.4) 2 600 500 985 520 1,245 670 (50.8) (2.7) (2.2) (4.4) (2.3) (5.6) (2.9) 2 1/2 880 500 1,165 520 1,315 670 (63.5) (4.0) (2.2) (5.2) (2.3) (5.9) (2.9) 1 1/2 475 690 630 860 760 1,400 (38.1) (2.1) (3.0) (2.8) (3.8) (3.4) (6.2) 2 750 775 980 860 1,300 1,400 (50.8) (3.4) (3.4) (4.4) (3.8) (5.9) (6.2) 3/8 2 1/2 1,025 860 1,330 860 1,835 1,400 (9.5) (63.5) (4.6) (3.8) (6.0) (3.8) (8.3) (6.2) 3 1,450 1,030 1,935 1,080 2,475 1,400 (76.2) (6.5) (4.5) (8.7) (4.8) (11.1) (6.2) 3 1/2 1,875 1,205 2,535 1,300 3,110 1,400 (88.9) (8.4) (5.3) (11.4) (5.7) (14.0) (6.2) 2 715 1,240 985 1,420 1,195 ,•••1•,9D0 (50.8) (3.2) (5.5) (4.4) (6.3) • (5.4) 64403.4) 1 21/2 1,025 1,450 1,300 1,620 •••t6to • 1,990 (63.5) (4.6) (6.4) (5.9) (7.2) • • • •($ 1) 4 1/2 3 1,480 1,550 1,950 1,810 • • •57.31 ? 345 41,990 I (12.7) (76.2) (6.7) (6.8) (8.8) (8.0) • • •(fib') • � 8.8) 31/2 1,515 2,005 2,120 2,040 ••7,J75 _ • 2,150 (88.9) (6.8) (8 9) (9 5) (9.0) •4(1,3x4) • •'(9.5) 4 1,890 2,165 3,155 2,270 ••.8t1b5 :2,V10 (101.6) (8.5) (9.7) (14.2) (10.2) tl4.25 •0•(410.8) 21/2 855 1,800 1,180 2,560 ZS 1,545 (63.5) (3.8) (8.1) (5.3) (11.3) ••41 • (8)• (1;3) 3 1,140 1,980 1,845 2,560 - 2,240 •••48593 (76.2) (5.1) (8.8) (8.3) (11.3) : (1Q% • (12.6) 31/2 1,430 2,160 2,510 2,560 •2,760• •••Z$50 5/8 (88.9) (6.4) (9.6) (11.3) (11.3) (12.4) • •(12.6) (15.9) 4 2,060 2,385 3,190 2,785 3,580 3,020 (101.6) (9.3) (10.6) (14.4) (12.3) (16.1) (13.4) 41/2 2,695 2,615 3,875 3,010 4,400 3,190 (114.3) (12.1) (11.6) (17.4) (13.4) (19.8) (14.2) 5 3,325 2,840 4,555 3,240 5,215 3,370 (127.0) (15.0) (12.6) (20.5) (14.4) (23.5) (14.9) 3 1,080 2,370 1,620 3,030 2,175 3,700 (76.2) (4.9) (10.5) (7.3) (13.4) (9.8) (16.4) 31/2 1,430 2,615 2,330 3,705 2,840 4,100 (88.9) (6.4) (11.6) (10.5) (21.1) (12.8) (18.2) 4 1,780 2,865 3,035 4,380 3,505 4,500 (101.6) (8.0) (12.7) (13.7) (19.4) (15.8) (20.0) 3/4 41/2 2,310 3,280 3,395 4,665 4,180 4,960 (19.1) (114.3) (10.4) (14.5) (15.3) (20.8) (18.8) (22.0) 5 2,835 3,695 3,755 4,935 4,850 5,425 (127.0) (12.8) (16.4) (16.9) (21.9) (21.8) (24.4) 51/2 3,360 4,160 4,115 5,210 5,520 5,890 (139.7) (15.1) (18.5) (18.5) (23.1) (24.8) (26.2) 6 3,885 4,530 4,475 5,490 6,190 6,355 (152.4) (17.5) (20.1) (20.1) (24.4) (27.9) (28.2) 1. Tabulated load values are applicable for carbon steel anchors. 2. Allowable load capacities listed are calculated using an applied safety factor of 4.0. Consideration of safety factors of 10 or higher may be necessary depending on the application, such as life safety or overhead. 3. Critical and minimum spacing and edge distances as well as reduction factors for intermediate spacing and edge distances are listed in the Design Criteria section. 4. Linear interpolation may be used to determine allowable loads for intermediate embedments and compressive strengths. Z a= =u �Z • • • •••• • • •••• • •• • • Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 5 Wedge-Bolt®(OT & SS) PRODUCT INFORMATION ?owers. FASTENERS DESIGN CRITERIA (ALLOWABLE STRESS DESIGN) Load Adjustment Factors for Normal -Weight Concrete Spacing, Tension (FNs) Dia. (in.) 1/4 3/8 1/2 5/8 3/4 Scr (in.) 3 4 1/2 6 7 1/2 9 Smin (in.) 1 1 1/2 2 2 1/2 3 Spacing, s (inches) 1 0.50 1 1/2 0.63 0.50 2 0.75 0.58 0.50 2 1/2 0.88 0.67 0.56 0.50 3 1.00 0.75 0.63 0.55 0.50 _ 4 1/2 1.00 1.00 0.81 0.70 0.63 6 1.00 1.00 K 0.85 0.75 / 1/2 1.00 1.00 0.88 9 1.00 1.00 Spacing Shear (Fvs) Dia. (in.) 1/4 3/8 1/2 5/8 3/4 Scr (in.) 3 41/2 6 7 1/2 9 Smin (in.) 1 1 1/2 2 2 1/2 3 Spacing, s (inches) 1 0.75 1 1/2 0.81 0.75 2 0.88 0.79 0.75 2 1/2 0.94 0.83 0.78 0.75 3 1.00 0.88 0.81 0.78 0.75 4 1/2 1.00 1.00 0.91 0.85 0.81 1 6 1.00 1.00 X 0.93 0.88 7 1/2 1.00 1.00 0.94 9 _ 1.00 1.00 Edge Distance, Tension (FNC) Dia. (in.) 1/4 3/8 1/2 5/8 3/4 Ccr (in.) 2 3 4 5 6 Cr,. (in.) 3/4 1 1/8 1 1/2 1 7/8 2 1/4 Edge Distance, c (in.) 3/4 0.70 1 1/8 0.79 0.70 1 1/2 0.88 0.76 0.70 1 7/8 0.97 0.82 0.75 0.70 2 1.00 0.84 0.76 0.71 0.15 21/4 1.00 0.88 0.79 0.74 0.70 3 1.00 0.88 0.81 0.76 4 1.00 0.90 0.84 5 1.00 0.92 6 1.00 Edge Distance, Shear (Fvc) Dia. (in.) 1/4 3/8 1/2 5/8 3/4 Ccr (in.) 3 4 1/2 6 7 1/2 9 Cann (in.) 3/4 1 1/8 1 1/2 1 7/8 2 1/4 Edge Distance, c (in.) 3/4 0.15 1 1/8 0.29 0.15 1 1/2 0.43 0.24 0.15 1 7/8 0.58 0.34 0.22 0.15 21/4 0.72 0.43 0.29 0.21 0.15 I 3 1.00 0.62 0.43 0.32 0.24 4 1/2 1.00 0.72 0.55 0.43 6 1.00 0.77 0.62 7 1/2 1.00 0.81 9 1.00 Notes: For anchors loaded in tension, the critical spacing (Sc,) is equal to 12 anchor diameters (12d) at which the anchor achieves 100% of load. Minimum spacing (smin) is equal to 4 anchor diameters (4d) at which the anchor achieves 50% of load. Notes: For anchors loaded in shear, the critical spacing (so.) is equal to 12 anchor diameters (12d) at which the anchor achieves 100% of load. Minimum spacing (smin) is equal to 4 anchor diameters (4d) at which the anchor achieves 75% of load. • • • •••. • • •••• . Notes: For anctdts'ILaded in tension,tnie critical • • edge distanco (c#)•iwequal to 8 an 8rtifameters (8d) at whiclItt achieves. °/a of load. • Minimum edge. ijooa (cmin) is equal to 3 anchor • • diameters (3) at urhi the anchor achieves 70% • of load. • • • • • •• • • •••• • . • •. • • • • Notes: For anchors loaded in shear, the critical edge distance (cc,) is equal to 12 anchor diameters (12d) at which the anchor achieves 100% of load. Minimum edge distance (cm;n) is equal to 3 anchor diameters (3d) at which the anchor achieves 15% of load 14 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ens C.R. LAURENCE CO. INC. Building Glass Railing Systems Safer, Strong, with Brilliant Transparency OFFICIAL TEST REPORT For CRC's Laminated Mass Rail System For CRL's 3/11'' (21.S2mrn) Laminated Glass Railing System Specifications: ASTM -E330, ASTM -E1996 {impacts Only) and ANSI 7-97.1 . • .. .. • .•• • • •••• • • •• •• • • .... • • • • • .... .... • .. •• • • • • • .. .. • • •••• R-3 crcaurence.com Phone (800) 421-6144 Ext 7730 • Fax (888) 587-7501 • E -Mail railingsil criaurenr a eom A Causo. P,E Eober; 54848 Cert, No; TST 1657 Report Date: 642212010 Coanp1etioxu E.P4t : 511912010 Expiration Date; 5119/2020 I ilc ttunbcr. 09.634 Lab. Number. 6143 OFFICIAL TEST REPORT Project Number: 09-1892 h1ATERIA L CHARACTERIST(C Members Allstteriat•* Part Number** Joink'1"ypc Cap Hand Rail: stainless steel +* Part Number CRL Litl20 rumne Glass Sloe 13arsc. 606 T52 ' Part NumbercM4rje 121$101) No I ?redo r±t h+1arbing9 ...- -Csladng_ .:L. Glaging Lo 41 Quantity and Tvpe Glazing Material Glueing Col potted Compound Conor between glass and fiend tail Aft three licca of glass One part number "CRL LT1.SB setting block •21.5 nun nominal laminated glass composed of 112j 518" Temp Glass No I Ione • ' ' •.' • •.�.•.. •••• ••••• • ••' • • •. .• I tslseriayinrtn 0,060" • *DuPont SemryGlas Plus animator: Oldeastle • Grazing Method: Sample is pocket glazed system using a vinyl Glazed at bottom, with CRL taper lock damping shaped seising block and taper locking clamps located 6' from each end and remaining on wedge between glass and shoe ' ' •' • system which consists of a " L " • • • • between glassand aluminum, nal • 12" centers. •' •• • • • 1 *.. •••• •• • • •••• • • • •••••• ' Daylight ()peeing /60" by 36" high t ?redo r±t h+1arbing9 ...- None .:L. film`-/. Addltldna3 Information Quantity and Tvpe Local on Mod ol"Alta chmeet One part number **CRL LIt2'IPV vinyl gasket between glass and fiend tail Me One part number "CRL LT1.SB setting block between shoe base and glass none One part number "*CIL LTLGSOtaper locking clamp between shoe base and glass nonrc One pail number •• CRL LTLSSO taper locking clamp betweea shoe Dor and glass ruone Ocie part naanber "" Ctrl, LTT..GSC taper locking clamp between shot base and glass ,to tC One pan number " CRL LTLSSC taper locking clamp sl►t+e bQcse E glass none 1 R-4 • • • • • • • .• • • • • Jorge A Cauoo,, P.E. i eatsy her: 5489S Cert. No; TST 1657 Report Date: 622/2010 Completion Date: 5J19/2010 Expiration tate: 5119/2020 File Number: 09.634 Lab Number, 6143 FEit~1, 1„,"1 EST REPORT Project Number: 09- s 2 t*11 'nee shoe base has fastened to the s1crl old block pan number **BSVt'135 with a singbe row of number lt2-13 by 314" long stainless steel socket head lap SMIditi 100te4 6 112" from each end and rrrn3iAin8 on 12" renter, the w'ekl block vias witted to a steel test fixture, Sample: A-3 `l`emperaturt t{i2eF Barometric Reading: troctlts Hg 7kik ofTest Pressure Notts 1/2 aural Loam Test loSit�ve lab ►d 56.0 este p Sample : A 2 Temperature: 102.1 atrome rie Readintg: 34,36 inches Hg 1 Htttol eetie Rc dlrtg: 30,36 i5arel Itg Title of Test i"reasttre 56.0 psf CiIle OfTeat Pressure 54.0 pef is • • • ••••• •` 1t2' St el l d Test NegatweLoad Reauhs Paad t?etlectlott 'T''crananent Set • • • Sample: A.2 Tearpetxtlure: 102°F 1 Htttol eetie Rc dlrtg: 30,36 i5arel Itg Title of Test i"reasttre 56.0 psf t! • •••• • • • frit • 3igJt LOW Test Positive Leal • • •• • • • • • • • •• ' •••• • • •• `Readin 0 t?etlectlott 'T''crananent Set Results ira Aehl. lafro I 2.937 . -_ ;+ttr1 2 0.021`" 4.014'3 A.ttuar! aaeet 112.987 Attuol Set Recao 1O0% te nIS}tli 2 R-5 • • • • • • • • • • • • • • • • .40 lacer: j . Jorge A `ausia. P -i Fl. l.iccrts.. Number; .514$9i- lA L REPORT Cert. No: TSTI:657 Report Doe: G 22010 Completion Date: 5l 19/10I Q FXptrati©n. Date: P1911020 File Number: 09.634 Lab. Number: 6143 Ptaje t Number. 09-1892 Sample: A-2 T LI ret 1 P Fl*r4tmteirit 4 ding: 3036 mete N •••• ••.x...„11,„ e- SMP.,•,.. • • • • •••• • • •••• •••• • •••• • • • • •••• • •••-• Title of Tot Re overy: 100°% • • • G ft' 1]t Negative Load 4i # j 1� Read It • • • . • •••• • • •••• • • •• •• • • • • • • • • • • •• • Permanent Set �+r ,. "w•R.➢w.r«w..�rw......f wi : Add. tufo I Rcadingp Ikfiettioa Permanent Set Results Adctti Info 0.025" i 3.42" N/A 0.013" Passed pasted 2 0.021' Movcmeat S Recovery Md. into 1.) 3.112" tt4fA1 C FOa Sample: A-2 Temptratu rpt: 102T Barometric Reding: at►.3b ittcltictx Idg lAker 3'esr ra stere Nett ilniform Structural Tcsi P itimve E d 112.0 lrsC Re overy: 100°% Read It Deflection Permanent Set Results : Add. tufo I 3.219" NSA O.013" Passed 2 0.025" Passed R-6 ••• • • • • • • • •• • • • • neer. Mrydorge A CHM% P.R. FG License )Cumber: 5,1898 QFFtC;Irkl. T ST REPORT Cert. No; TST 165?' Report Date: 612212410 Campletian Irmo: 5/012010 Fxpiratiort'Date; 5/19/2020 File Number: 09-634 Lab. Amber; 6143 Project Number: 09-1892 tptc- A4 l 'T mpeeature: 143 cu c sf &wornctrie Reading: 30.:30 in H Title of Test Tot Negallve. Load • f'rt Nate •••• •••• • • • •• • • • • • •••• • •••• •••• • • • • •••• • �_ Unifarnii Siruenwal 112,0 Reeyrkvtr ; i 100" •• • • • •••• • • •• •• • • • • • • • • • • •• • Rea.din Ottlectian Fe II Results Add. Info • • 1 3.286" lik Passed 2 0.032" 4 OW I Passed - r 1111111111111111111111•11111111..... 4 R-7 •• • • • •• • • • • OFF[ ORT Cert. No: TSTJ6 7 Report Date; 6/2212010 C m telion Daie; 5119/2010 Expiration Date: 51 19/2020 Fite Number; 09.634 Lab.Numbcr; 6143 Project Number; 9S -I1.92 Sompt A: - Tempe atu 'F Baromehie Rvsdiagt in }tes it fiilk orTest i ntca •••• Large Missile impact Test . . • i°: • . • . Missile V4till1l5Ribt • • • !,..,1•....t....__: ,.. • g 2S ung 3" by .tom by 9"trg a „ . • • Sample rt -3 ; • • • . .. • •••• • . . Impart peed 6tetrnit Add, Info I SO.61'tr'sce Rz srd 3 50,E f bars PassCd SU_6 ft/we 4 $0.4 ftlSet Ps:sscd SO'. St.S tt=sic Paned Passed ample: A-2 rie heading: 30.24 inches N Tulle of Trtst 17.97. I R ) Center of left Itic 2) Center of eager lite 3) Center of right lite 4•11•41111.1•1111111141114 MEV R-8 . •• • . • . 1M S RIP'T1{?h° OF SAMPLE. Model Designation: Weld Blocl: Dry Glazed Coric-rete Mown Aluminum {,lass G1a3Cd RAI ling Systam overall Size, tSi- 1" (11w) by 3` . 6" (42") high Sample rt -3 ; R-8 . •• • . • . nogr: Mr, v. A Causo, P.E. FL License N r: 54S9S Ctn. No: TST1657 Report Date: 6/22.r2o14 coinpiveirott Dm; .5,19/2.010 Expiration DM; Sfi92Ozo File Number/ 09-63,1 Lab. Nutter; 6143 OFFICIAL TEST REPOR1 Project Number: 094892 JAL. , : IARACTERISTtCS !embers Method of Attachment . I sicrisd • " Part Num r44 Joini Type , — none Cap Hand R3il! StainICIS stcd •• P.M Number CRL LR 20 Glass Shoe 8s: 4............ --- .T52 *0 Part Nuatbernoc L2 ISIOD One part number ** CRL. LTLSSO 'ape, locking clamp bwcn shoe base and glass woven shoe base anti glass .-.............................—. Glazing Glazing Location I r.1 g Material Gtazhig Compound CompoundCIr ALI three lites of glass *21.5 mm niniI naiad glass eomposcd or *(2) 31r Italia Glass Non Nome interlay Eng Film: 0.050" **DuPont SenieyOlas Plus Laminator: Oldeasile lazing Method: .anp3 Glazed shaped located - I pocket gJz4 at bottom with Selling btock 6" front each " by 36 high systm using a vinyl wedge CRL taper lock clamping system and taper lacking clamps between end and remaining on 12" cvnicts, between, eats and which 009151$i5 glass and aluminum. r_ shoe base. of a " L each Daylight Opening Prdiici M A Ila InieOrnlatiOri ------I 7: iustitity and Type Location Method of Attachment One pan number **CRL LIt2IPV vinyl gasket between glass and hand rail liArerlir e. • • • •••• • • • • • . One pan number *''CRL ITLS8 setting bkxk 1etwcn ho base arid glaas • • none • • • • • •••• . • One pan nurnbet ** CRL 1.110$0 taper locking clamp Shoo base and glass • 0,019 ..IMPRsMIIIIII•00,114, .. none •••• •••• • • • • • . • One part number ** CRL. LTLSSO 'ape, locking clamp bwcn shoe base and glass woven shoe base anti glass .-.............................—. • 41....041., onn.mnr# 0 41 • .44.4 none • • • .• . • • One pan number •• CRL .11.GSC itperlocking clamp • • -1-lawa none • . • • • • •••• . .•. • •• • One part number ** CRL LTLSSC taper rocking cramp betweeri shoe We and gian — none R - 9 • • • . • • • • • • • • A Causer, P.F. m6er 5459.8 0F"J I,r L The shoe base was fastened to cones 10 ue 16 from each end and rentairi It ion 'PORT Co- No: TST14S7 Deport DAC; frr2Zf 010 Completion Date: 3119/2010 Expiration Date: 3/19/2020 File Nufrib r: 09-634 Lab, Number: 5143 Project Number: 0}• ab with a single raw of No, l/2 by 3 31'4" !Ma lti expansion bolt centers. R - 10 Sarapk: 84 1 Temperature: rifle of Test 16.2? 1' Barometric Reading; ;30,34 inches Hg No es 1/2 Sltuctutal Load Tact P'oa five Lo Pss Results Passed mpleperature: 76 E: B rom*tr!C klieg, $Q. 31 inches Ng Trt1e o Pref ur! NU�1 1)2 5iructural l r►ad Tr. . ti Load 56.0 psf 56 0 psF Results Passed Samlalc; B-2 Teen per*ture: 16;2 1 ria 1 ding. 30.31 Troches Hg Title -omit Presstltre Notes Design Load Test Posit' Load 56 0 psF Reath, Deflection Permanent Set Result; P -as d Add. lafb .... 4.145" NIA • • .... 2 0.'6'2" 0.00I" Passed • " tetu ve sd Actual Set ' Recovery flirt . 44.145 none l00% ..... . .:..ii •. . • . . . . .. • 7 •..• . • • . �• . • • • • • •••• • • • Fl„ I,ev lore A Cause 'umber: 34$98 OFFLCI � T IMPORT Cert. bio: TST 1637 Repot Dote; 6TV2010 Completion Date: 511912010 Expiation Date, 5!1912024) File N ibcr: 09.634 Lab. i~unnbcr: 6143 PraJcet Number: 09-1692 R-11 Sa metes BB -2 Temperature. 76.2 a+ et Pr .. ure Notcs Reitling: 30.3 i inch, Title of Test Fa ranee riga Loa! Test Negaiivu Load Unnfonn Structwni Test Positive Load 3fr,b W.. �...�....., Readingt/ Deflection •••• • • • • •• • •••• •• • • • • • • •• •• • Its Add. lore 1 2 4.212" 0,285" N/A da 4,279" .702" P •••• Movataent 0.;12" Rvery Add, info 1)4.212" etiordc IOp! gm*: 8.2 enttperatRfA. i I" Barron t ttie Rtadin • 330.31 iltctteS HZ rale oFTc3t Fa ranee Motes Unnfonn Structwni Test Positive Load i 12.0 p f r,<,r,- �i'ett`6'kYF}': 1101; �, •••• • • • • •• • •••• •• • • • • • • •• •• • Reading/It Deflection Perlman/en{ Set Results Add. Info • • • • • • • • I 4,279" NIA Passed •••• 2 0.;12" 0,002" Passed •••••••••• • • • • • •• • • • •• • • • •••• • • • • •• • • • • • •• • • Samptc: B-2 Temptratwrct Title oFTest OF t^JC ALTE REPORT Cert. No: TSTI6$7 Report Dote; 022t20,10 Completion Date: 914/20 10 Expiration Date: 91412026 File Nttmbtr: 09434 Lab, Numbcf; 6143. Project Number: 09.1$92 R - 12 Uniform Strut'tua1 Test Negative Lout •••. • • • • ••• .... •• • • • • • • •• •• • •••• • • ••.. • • • • ... • •••. • • • .•• • • • •••. •• •• • • • • • • • • •• • • •••• • . . • •• • • • • �• • • nom Mtorl a .1. Caus +, P.E. FL License ��umber: 54898 OFFICIAL TEST REPORT Ceti, N©; TST 1657 Report Date: 6122/2010 Completion Date: 5/19/2010 Expiration late: 5/19E2020 File Number: 09-634 Lab. Number: 4143 Pro ect Number: 09-1892 R - 13 Sample: 04 Temperature: 8 7' F I carie Reading: 30.27ibebes Flg nicer Teat. a4.1- inches Illg L ige Missile /wad Test Tltle or Tes1 le Wef Alissilc ,.-.. N 925 minds 2" by 4 by 92 long ANS1T97.1 _. ETasscd I) Center of left lite 2) Canter of center lite 3) Center of right lilt' Impact Spred Rt; ul1 Add. Info 1 50.1 !Disse P 2 50.3 Mac Passed 3 Slaa Met 4 51.1 Nate 5 $1.0 Riset it`ass c[ 51.E sec R Sample: B4 Temper2tu : ° Baronial is Racling, a4.1- inches Illg Tltle or Tes1 Results ANS1T97.1 _. ETasscd I) Center of left lite 2) Canter of center lite 3) Center of right lilt' • • • • •• . • •••• . • •• • • •• ••• .... • . Model Designation_ D1rSCIitI'TION OF SAMPLE •••• Dry Glazed Concrete Mo4mt• Alumanen: GFass Glazed Railing System • ... Overall Site: I"(i8iloi`-0"(4$")high %%Tie S-3 •.•.,.,• • • • • •.,..•• •• • • •••.• •• • _._.. 10 • • • • • • • tato: Mr. orgy A Canso. RE. FL License , r 54895 Cert. No: TST 1457 Report ate: 6r27120 FO Completion Dote: 5/19/2010 F,rirr„Un Date: 3/1912020 Fite Number: 09.634 lab,. Number 6 143 OFFICIAL TF.S E REPORT Project Number: 09.1892 R - 14 •-ems �..`. _ . MAT F IALCIfriRA ER Mem bc s Glazing Compound None i4 ate t a3*" Part Num Ty pe Cap Hand Rail: Glaring Method: Sample is pocket glazed system using a vinyl wedge between glass and shoe batt. Glazed at bottoatt with CRL taper kick clamping system which consists ofa " E. shaped setting block and taper locking clamps between glass and aluminum, cweh Located E from each end and remaining on 12° renters. sloinlr.•ss steel ** Part Number CRL LF12O site G Shun Base: One, ate number *• CRL C LTUGS() taller locking damp l .. C52 • * Part Number L2ISIOD tannC Product a '' Glaaing Location Glazing Material Glazing Compound None Compound Color N°one All those lies of glass '21.5 tnttii nAuniaal 143ininaieci glass composed of 121' 318" Temp Glass Interlayiag Film: 0.060" • •DuP'ont SenttyGlas Plus Laminators Ofdcasile Glaring Method: Sample is pocket glazed system using a vinyl wedge between glass and shoe batt. Glazed at bottoatt with CRL taper kick clamping system which consists ofa " E. shaped setting block and taper locking clamps between glass and aluminum, cweh Located E from each end and remaining on 12° renters. Ihyyl'tgl►1 t pining .60" by 41 3/16" htg3t Product a '' A rldlitiaal lttfortpation Quantity and Type Loa tlgird Methtxd of Athrchmcnt One part number *'CRL LR21PY vinyl gasko between glom and hand rail none • • • • • •••• •• • • • One part number •+CRI, 1, LSE; :achblo ing ck bcbwaceai shoe base and las, none •• • • `. 1 • • :: + ••.•� ••.• One, ate number *• CRL C LTUGS() taller locking damp ort vve4 n shcie bast and glass none •••• .... .... • On part number • • CRL LTLSSO taper locking clamp hctaarcea Slrc "bps flrt41 OWwale• : • : •• . 43nr part nuat tier •" CitL LT OSCtaper lotki clam bettisr: n shoe base unci glass • rtpnc .• • ••••• • +•• • Onr put number •" CRL LTISSC tapir tooting -clamp between ShOt base and glut none 11 • •• . • • • .•• • . weer: ,l .Jorge ti Cau o. ['L Licen 'umbar. 5,1S51 OFFIC11AL.TEST REPORT Cert. No: TS7`1657 Report Date: 6/22/2010 Completion Date: S/19,2010 E pirltion Date: 5/19/2020 File lumber: 09.634 Lab. Number: 6143 Projca Number: 09,.1i892 R - 15 Sample: C-3 Temperature: 671 Titk of Test Pres sure Bartintetric Reading,; Notes 30.27 Mc lIl Structural Load Test Negative 6..0 psi Result Pa Satnpk: C-2 Temperature; Satupt Installation 30:24 Inc hcx Hg the tetra base was femme to tfwc sty Liu with a single row of number It2.13 by 34" tong €taintcss st c°1 sothe xl op acrcws kocatI.tid G 1 " lroera emelt end and riinainins on 12" ccr+ter. the steel ti1lrc w its elt%d to 4tC t telt fixture, Title of Test Pressure Sairip : C-2 Temprratore: 67.11 B t�ametrlc Re*dln 30.27 inches F Title of Test C `sign Lid Test Positive Load Pt +ere oSi Deflection gi iS taken $41I2 fain ch at the shoe bast. 112 Structural Load Test pa tivt l isa4 9 .0 psi Results Passed • • • Sample: C-3 Temperature: 671 Titk of Test Pres sure Bartintetric Reading,; Notes 30.27 Mc lIl Structural Load Test Negative 6..0 psi Result Pa Satnpk: C-2 Temperature; 67.1°l• Barometric Reading: 30:24 Inc hcx Hg Title of Test Pressure Notes C `sign Lid Test Positive Load 5t'r_0 fxsf Deflection gi iS taken $41I2 fain ch at the shoe bast. nghc • • • • • • • • ••.• •" • • Readin f Dtftettiote Permanent Set Results Add. Info ' 1 1400" NA Passed - r • a,. • 2 0.802" none Passed •.•. . ..•. .• Actual 'Movement a tttkAt Ott Add, tnfv • .... •Recovery 1) 1.600" none 0014 •• •.• :... ••.• • • • • . • • • • • •• • 12 • • • • • • • • • • • . • • • • • •••• • • • • • timer: Mr.1 FL License }F 1; ORT Gert, No, TSTI6S7 Report Date: 6/22i2O1O Completion Dale 5/19/2010 Expiration Date: 5119/2020 File Number: 09-634 Lab. Number 6143 Project Dumber. P9 - R -16 S4tnple: C-2 'r peratucc: t►7.1`I Barometric Reedit! - 3421 rhes H8 Tide o(Test sign Load Test Nc tip Load { Bstomsl Reiding: 30.4 Inc- a 1 • ....' Para 3610 psE P 'Mots • • • • • Notes. _ 1.7....... - • - • •• • • ' • .. .. ........... • ••.. ••.. .... •• • • ••.. •• •.• • • • • Reading/I Refection Perm t'Itt Results Add. info 1 1.820" WA, Paled 4.671>;" 2 0-05.0" 4.Q02" Passed 0.29$" Movement Set Rtcc►vety Add. Ea #a 1)1.320" nano 100•h Sample .2 Tempe n int*: 4. 17 Bstomsl Reiding: 30.4 Inc- a 1 • ....' Titre oT Test P 'Mots • • • • • Uniform.Structural Test PoSitikv Loi 1 2.r f - • - • •• • • ' • Remaly 104rdo .. —• • ••.. ••.. .... •• • • ••.. •• •.• • • • • • • • . •• • • • •• • ••.. • • . •• • Reading# Deflection ' Putman t I Results Add. Into I 4.671>;" NfA Passed 2 I 0.29$" 0.045" Passed 13 .• • • • nsxxr: lir. ergo A Cam,. P,E, FL Lircerse t cirrabcr 5434$ OFFICIAL ICIAL TEST REPORT Cert. o: TST1657 Report Date: 6122✓2010 Completion Date: 5/19/2010 Expiration Date: 511412020 1e ►'.'tu ber: 09-634 Lab, Number: 6143 Prooecl Number: 09-1892 R - 18 S*mpit 11 Temperrture. 16 1 'F Ba1roeoclrle Reading: 30,ISinches lig Tithe or Test Notes Large Missile Immo Toa 0 ISin: M Lisile Weight 9.25 aurxrs "w1 "1e 2" by 4- by 92- Iong rrtltle tv-3 »,�.,,.. Impact Spec Results Add. tlnip 1 49.3 disec Pried 2 49.0 eisee Ire 3 49.4 (knee 1'r sscd 4 3f},0 Ween P ... . •• ,,• 19,7 R1c • • • II • 6 .-- 50.2lt/set - _ a•.•• _ _a c -- 1 Sample: C-2 terapersrture: F Barometric Reading: 30, ... "lilac of Test ANSLZ47.1" If* . 1) Center ac€i lite 2) Center wronger lite 3) Center of right lite • • • • . • • • ••• • _... • •... • •, •••••.i • ••.• • • • •• •1 15 ••.•.• .• • • • • • • • •.•.. •..•.. • • . .•.•.. • • • • DI SCRI,' [0 P SAMPLE. 1; d Ailing Systern M deI om Dry Claud Fasieea Mount To Steel Aluniirrurx► GI 0 ISin: ' - e (IS1")by3'=6"(42")high rrtltle tv-3 15 ••.•.• .• • • • • • • • •.•.. •..•.. • • . .•.•.. • • • • r- Jorge A Canso, P.E. FL Lie Ctt Number. 5494 Cert. Ms: TSTJ657 Report Bate: 6/22/2010 Completion Date: 5/19,2010 F-zpiratiun bate: Si L9/2020 File Number; 09.63.4 Lab. Number; 6143 OFFICIAL TEST REPORT Project Number: 09-1892 R - 19 MATEMA I.. Cf RALi`I RIsTICS �.`..` hleethers srant** Part Number* Joint Type pF Cap Band Jail: stainit s steel * * Part Number CRL noitc Glass Shoe Rase, tiat .T$2 •* Part Number L5GSI0b raorcc Gg {;1ttziig Cation GlazingAIClszingCoutpowed 'impound Color All date Cites or glass *21.S brat nominal laminated ted E glass, Composed Or *I2)118" Temp Glace Nona Morro Iaterlaying Filmer: 0.064" "DuPont Sento pas Ply Laminator: °ldcaslk Glazing Method: Sample is pocket g1t d sysEcm using a vinyl wedge between glass and shoe base. Glad at bottom with CRtL taper lock clamping system which cOnsists of a" L shaped setting block and taper locking rlawps between g13$ and aluminum. each located 6" from each end and ren";ainingon 12" mitts,• " •.• . • •••• vlight Qpcai®g 60' by 4r I"rvgb r _ • .• . - •....• alp •••• .. •••• v. r • • • Additional InlQrin Own •••• Quantity and Type Location......... bate • Method of AttaebrQent• , i.--- ir�r^ r:. • • One part number **CRL LR2 1 PV vinyl gasket. n gin said hand rail One pant number **CRL LTL.SB setting block hoe base and glass nom • `" One part number * * CRL LTLOSO taper locking clamp in between rrrn sLoe base and glass none One part number' * CRL, I TLSSO taper locking clamp shoe bask and glass nwue One part number* * CRL LTLOrSC taper Ioc&iogclamp bet c+eenhho bow and glass bel +eerI shoe base and glass .. ,_... ncxte none fir_. _....... Or part iltuntnl * * CRL LTLSSC tapir locking clamp mow.. Id •. . • . . ••••• • • ••..• .• • • • • . Meer, Mr 4 rgc A Canso, PR FL License umbo: 54845 OFFICIAL. TEST REPORT Cert. No: TST 1657 Report Date: 6+22/2010 Completion Data 511912410 Expiration Date 511912020 File Number. 09-634' I..ab. Number: 6143 1 micct Number: O9- 2. R-20 : ample tnstf4IN ° n Title of Tet The shoe bast was fastened to con,: rete #+:5t slab with a single raw of No. 112 by 3 311"` Hilti expansion (oared 6 I/2" From each end and centaincle7 on 6' centers, It 1/2 Structural Load Test Negative Load 56.0 psf • amp 2 Temperature: 72 5 F 1-- Saromatrie Reading 29 U inches Title of Test Pet are dotes 1 Structural Load Test Positive i,°ad 5ta.0 psf pe ..• Ke u1 s Paned mple: D-2 Temperature: ' 6 4°F Barometric Reading: 3t7.3 3n s Itg Title of Tet Pressure Notts 1/2 Structural Load Test Negative Load 56.0 psf it~Lesa1ts I Passed Sample: D-2 ! Tet peratur : 72,E0F BarometReading: 29.88 inches Hg Title of Test Pressure ; Notes Design Load TeSt Positive Load.. trt,'l pe •• • • • •• . •••.•• • •••••• ••.• • . ••.• • .• •• •• ••.• • •••• • •• • • •••• • . • ••.• •••• • • . „ • • '• . •�: ..i t€csutts Passed 6ttsdirrgW Defieetbon Irfii`r�lnrt+enl ass Add. Info • • • •• • 2.225' It A 2 0.034)* 0.0 02” Fd w Actual Movement Actual diet Retov cry Add. Info I) 2,225* 000e Ian 17 •••••• .• • • • • • • • •••.• •••••• • • • ••••.. • • , Jorge A Canso, P.E. tier: 54898 FL Lieers OFFICIAL TEST REPORT Cert. No: TST16$1 Report Date: 6/22/2010 Completion Date: 5119/2010 Expiron Date: 5/19/2020 File Number; 09-634 Lab, .,iturilser: 6143 Project Number: 09.1892 Snapd : D.2 f Temperature: 76 4E Baronvetrle Reading: 3032"rchs 1 g Title of Test Pressure Notts ..... ... Design Load Test Negative Load , psr — ,iietsv.,,,,,---,••.•0••••••••temern) Reeovery: 100% — IF eiwc••••••••..., — - , • • • • . • • • • • • • •••• • • 4 • • 4 S Readirkg# fl Is Penvonnt Set Results .••••Fetrisolr Readlog Dc(kcon ' Permattent Set ..1....a...•••••-....•••••.60.••Milat., Results ,,,,,,Derwas I Add. taro I 2.562" NIA Passed . 2 o4I" 0UO3" Passed Movement Set Rvcry Add, Into 1562" ne 1 Sam le: D-2 Tem Suret „ Ode Rridiog 30J2 incites • • • 4 Title of Test P Notts • • • • Uniform $tauetural Test Positive Load 112.0 of ....-waw • • • • • •,..,„.„• • , *— • • • • •••• Reeovery: 100% - IF eiwc••••••••..., • • •••• • •••• • • • • • • • ••• • •••• • 4, • • • • • • . • • • • • • • •••• • • 4 • • 4 S Readirkg# fl Is Penvonnt Set Results d, / 1779' l',1/A Passed 2 0.04 " 0003" Passed 18 R - 21 • • 000000 • • • • 000000 • • • • 00000 000000 • • • 000000 • • • • Lefee gc A Canso, P,1. FL Licen. • dumber: 54S9S R-22 OFFICIAL TEST REPORT Cert. No: TST1657 Report Date; 6r22r2010 Completion 1}arc: 511912010 Expiration Date: 511912020 File Numbet: 09-634 Lab. Number: 6143 Project Number: 09-1092 Sample; 10.2 Ternpertttore: 76.4°F Btlr+otr tris 1 ending• 0.32 inthes lig Title of Test Pr 9uY"t Notts Uniform Structural Test NegatiLoad 1 i2�11 p3f Recovery: I _ _ _ �. Rodin l cl etion Pcrmumeat Set Retartts Add. tit% 1 .9 MA Pte[ ,18^ 0043" Ps •••• • • • • •••• • • • •• • • • •••••• • • • • • 1 • • • • • •••••• •••• • • •-•• • • •••• •••• • • • • • ••••• •• •• •••• •••••• • • • • • • • • • • • •••••• • • • • • • • •• • 19 •••• • • • • neer; l•1r. bilge A Causa, P.E. FL License mber: 4898 OFFICII T REPORT Cert. No: T$T167 Report Date~: 4:222010 Completion Date: 5/19t2O1O E.,ptinlion Date; 5/19,2020 Fite Number: 09.634- i ab, Number: 6143 Project Number, 09-I R-23 � Ample: D-2 ] Temperature: 86.9"F Barometric Rcadu i : 30.3Qi h ?38 title of Test Overall Syize: (.srgc Missde Impact T Saniple Missile Weight M1fissitc 9.0 pounds 2. by 4,w b 84II l `=�4 1 li Impact Speed Resal l Add. Info 1 31:7 13lsec Passe al 2 31.: Ft*s4 Pagsetl 3 51.8 Risen Pags d •••• •• 4 50,8 ft/sec Paas d �•— ..---,.,.°, • • • ..• 5 50.3 Mee 511 ft/see s Passed Pa e! • ._..�....Rh11 Stttali t4' t 12* by lig" tivi& ..... • • • .••• • • flateemetrie Reading: ANS1197.1 1) Center oitleft lite 2) Center otcenter lite 3) Centex of right lite H • .•• irk Of ies1 R • • •• •• moi••,so. . •..•.• • •,—. • • ..... •• • • • •• • •••• • • • flI SC:RIPTION OF S,iIM P€,li Model Designation: Dry G:occnctre Fa is Mowll etkwninurn Mass Glazed Railing System Overall Syize: 15'' I" (1$t'1 by 3'. 6e (43') high Saniple 2 0 .•••.. • • • • • •...•. • • • • •••.• •••••• • • • • • •••.•. • • : Mr. Jorge A Faust,, P.E. ic¢nsc Number: 54898 OFFICIAL T REPORT Cert. No: '7STI657 Report late: 61212010 Completion Date; 5/19f2010 Expiration Date: 5rL9t2020 File number; 09.634 Lab_ Number: 6143 Project Number. 09.1892 R-24 `sates designates measure nos by lab° tory per manufacturer M conclusion of ASTM E330 test and ANSI Z-97 drop lest _there wa no apparent damage to cone r to test slab, lass and fasteners. M the corictusion of ASTM E1996 large missile Jest, the glass did 'bread( but remaiin intact and no shear or opening which a .3" diameter solid sphety could Foss freely through, • • • • ••• • The test specimens were c+ wcred with a 6 mil plastic sbetting to seal frcuti air leakage awn load tesliveim conducted, Ix:Newer this had no effect on the above test results. • • • .•.• •.•• • ••••i • • • •• •r •••• • • •••• • • •••• Remarks ••••!• Represeocatiwe samples of the test specimens and deiaited drawings will be retained by Fenestration : • Testing. Laboratory for .a period of five years From the original test date. and Cost report for a period • of ten years. Due to the code cycle change of foyestrs, itis recommended that this report be• • • • evaluated during the fifcepan of this document. This product was tested and meets the requirement set fortis by the Florida Building Code (2007) TAS 2t 1 large missile and ASTM E,I30. Sample A-1, I -1, Cl - and D-1 don't meats Section 1620.2 of this code, iltis produot was tasted in xcaniarsee with ANSI Z-47.1 section 1613.4.63. Testing yeas conducted as per instruciians rece%rcd from your company r cpres utatiti{ • • • •••• • • • • Wiitttsscd by; Mr. Jorge A. Cause', P.E. Mr. Abe Armenttros, C.R. Laurence FENESTRATION TESTING LABORATORY, INC, WOltirrdLe42, Mr. Manny Sanchez Chief Executive Officer 21 .• • • • • • • • •' • • • • • TEST (A2} MATER A1. LIST' 27132" (21 <52MM) 0t ASS to Ot$CRIPTtO LS 2Tnu' t21,52MiMt)ALU MINtI MBASESHOE two I04 IM1ATE6 TAPE t1: SE SHCSMr1,14X;34 414 i4E?C Fiflt0 iANCHi�R BOLT I SH1'i�21 12' TALL STEEL. ELD BLOCK LR21PV Pi T TI P RAIL VINYL tt $ F Ltt2ftr V #3ROT EGit►1E CAP It1 V1ldYti INSERT aSCSI - SILE5 NT (MIA ), TAY (S2) MATERIAL UST 27132w (21.S2MM) GLASS CAT !M MORMON L21S Nr32`{21.52MM LOINUM8A$ESMOE LTp CRC TAP1 RLOC LAM INC EOTAPER SET . moo. ky”wcaamr M14 Hn.11 CON CiiEfE i;X ANS1ON AHO t ft4' T 0IACft) RAIL t R21PV PROTECTIVE OAP RI, ti+#M INS €ti SCSI. SR,MCQNE SEAtaANT4E*AC.) TEST (C2) tiA'IERIAI. ,IST 227far (21.52Mtt j GLASS '. GAT t E). !PTJt I.21SF F7132' @21442MFM BASE SHOE LTL10 CR. T.APERLCDC I I+FIIIZA'TED TPJ Ett SET St4cS1d14323. AA14 HEX T LRiQ CLIA ChP# LR21PV Pi T TI P RAIL VINYL tt $ F 95CBL t1.1 +01+1E S lA»t i&t+ Kj TEST (02) MATERIAL UST 27132* 01 5214M) GLASS CAT tM DISC4IJPTMOH 121SF t1'> "42142MM)FASCIA ALUM BASE •SH i3t10 CRL TAPER/40C LA1♦RINATE 0 TAPER SET Eatm U14 HILV CON REtE EXPIA$SM M7d �a►1Ct UR RMt?(M Z IXA CAP RAMx LR21 PV PROTECTIVE CAP RAIL V1HYI tMISEI? s B5CtiL $IL iCQt+tE SEALANT (SLACK) TOP IW1, • •.• • • • TYPICAL ELEVATION AT TEST - , -2.. • • • • • • • .• • • ••• • • • • • -• •• • • . • • • .••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••. • • -pg. OVERALL RAILING HEIGHT q . moo. ky”wcaamr m 44tU7BASE SHOE ., . •• ••• • . • • ••• 4er++ .../ rtJ :naI4y..d tr d• _ -ac rr -b. • ••• •(4l�f �... bld. V> ` d {.J,. h.��✓ ,_,y^+,=.,.'.. ,f, I''' ...-*N I i t ..��. ........e___� � _ �..� ....ra# Yf'�++� w i..... -r,... -.f.-- r I. r /�F "il .� 1�. »�.. 4 P. «s•�— r ,..,---,C. t, 2, 1."---.V--I- 'Z'—I"—r r +r r1 1 El r .. I ----d„_. s._ r r • •.• • • • TYPICAL ELEVATION AT TEST - , -2.. • • • • • • • .• • • ••• • • • • • -• •• • • . • • • .••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••. • • TEST A-2 •• ••• • • • . . • •. TEST B- ; •.•::': T -2 CRL 1,52mmn LAMINATED GLASS RAIL SYSTEM CRL 21.52r tAmmTEQ GLASS RAIL SYST X1.1 . C 2 21 %/mm LAMMAAE4 61.A$S SYSTEM CI L 21.521mm LAMi?ATED GLASS RAIL SYSTEM IYL2lS1OD SURFACE M T EASE SHOE E �+L I$ QO &Ui1FACE MNT EASE SHOE 1i21S1O! FASCtA MINT BASE SklOE 7 ,74E FASCIA MA SSE. S IOE ATYA.CHI=D TO STEEL WELD BLOCK A7rAcHEQ To CONCRETE . • . • . ATTACHED TO STEEL ATTACHED TOCQI►CRETE • • • • • • • • • ' • • • TEST D-2 • •• •• • • • • • • • • • • • • • • • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • nth DING CODE r;Y1tiIr[,1M' Cg °a71teg tlICCel PRO111JCT CONTR01,111Y[SION NOTICE, OF ACCEPTANCE (NOA) I.J.. DuPont !1e Nominal; & Co., Ittc. 8480 DuPont Road Washington, WV 26181 IA /41,DA DE COUNTY, FE OltiDDA Mb 'ROCAI3i.l LA&PR 411dt1,txli�tG 14Q'"rEST FLACLERSTREM SIEITJR 1ti01 htrhMt. Ft.ORtTA 3O-1543 (D1) 3734941. FAX (305) 371-6119 rwyrartirtrrn£eTotr{¢, ru3tliu ro-de R-27 SCOPE.. This NOA h being issued larder the applicable rates and regulations governing the use of construction materials. The documentation submitted has been reviewed by animal -Delle County Product Coll rot Division rind Accepted by the Board of Rules and Appeals (BORA) to be used in Minna Datil+ County and oilter areas where allowed by the Authority Havidg Jurisdiction (AHI). This NOA shall not be valid after ileo expiration dale stated below. The Miami -Dade County Product Control Division (In. Miami Dada Comity) ancafor the Alit (int areas other than Miami Dade County) reserve tine aig,lrl... to havethis ptoduct or material tetrd for quality assurance purposes. If this product °r:un rill rails to. .. • perform in the occcpted planner, the manufacturer will incur the ettpenio of:heir testing antPttie•MIX May . immediately revoke, modify, or sus send the use or Rich product or material within their jutftdistlan. l30144. • •: reserves the right to revoke ilsis acccptaatce, if it is determined by Miami•Dado County" Pfrettitt {:+tired • Division that this produet or rrnatecill fails. to tneet the requirements of the npplfatble buildih it. • . • • This product is approved as desedbcd herein, and 11P5 been dcstgried to cagily with the Piodlld M Itdirag • • • • Code. including the High velocity Hwricano Zeas.. . • • • • • DESCRIPTION; DuPont Sentry Gins® Plus • • • • • ••• APPROVAL DOCUMENTci)rawing No.319.58, sheet 1 of 1, Mod "DuPont Sentryglesie P6A2rrtorinyeaw *tied 10101/07, pmpare4 by RI. DuPont i)eNemours & (kk, Inc., sighed dud sealed by'Allan 7k. Kuria. % P B., bearing the Miami -Dada County Product Control Rcvirstcm stamp wait the Notice of ravccptawca outitber and cxpiratiost date by the i+diami•l ado County Product ctoning Division. •' ' .• •••• MISSILE IMPACT RA'T'ING: Nano. This approval dos not include lin evaluation of tstrrncttiril • perfarrnartee of this component. 'hest reports and other required documents shall be submitted to Dade C,fnunty Frcxtnct Control; abowing that the ayrrtetus usleg this interlayer sleet will resist thetas* ec mottling to Chapter 16 of the P.O.C., in order to issue a spect1ic product approval for the system. LABELING: Laminated !ilea undcr this Product Approval shell be pttrrrlagantly merited Ina corner of the glass with: "DCA -Sir, stranding for "Mlarni•Dade County Approved — SentryOlas Pius", and the laminator's identification `ark. These marks shall be applied by the Individual laminator producing the finished laminated glass product ccettt~hihtg the Settluy0Isselir Plus foaoplast interlayer. RENEWAL of this NOA shall be considered after a renewal Application has been filed and there has !nen no Change in the applkablt building code negatively affccti©g the performance albeit produet, TERMINATION of this NOA 'Eve1foccur after the expiration date orffalerthasbeenarevisionurchangeIn the materials, lat, aedfor manufacture of the product or process. Misuse of this NOA as an cndoraunent of any product, for sect advertising or any other purposes shall auto:marktally terminate this NOA. Failure to comply with any sensors of this NOA shall because for germination 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 sdvcrtisirug literature, 1! any pardon of the NOA is displayed, tliert it shall be dyne 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 inspections at the Job site et tura request of the Building Official. This NOA renew ami revises NOA # Or;-1205JB and consists of this paps, evidence page 13.1. as well as approval doranttcrtt mcrlliogod above, The submitted deciturental lea was reviewed by Owlets M. tiller.P.[f. 24 NOA No: 074116,04 fix Oration Dater Jnuunry 14,2012 Approval Date; January 3, 24188 . . . . DuPont etc Nemours 1C Co., Me. R-28 (t "i'1CC.OFACC1t1'�lANC1?: 1111)1.1 CIS I'AGR A. DRA WING 1, Draw ng No. 319.$ , prepared by El. DnPon 13. '1'fM1' IMPORTS ! boralp e»o t 1. 3 I36116SAT-001 2. 3111155SAT-10 3. 3111755SAT-001 4. PRI/16245 5: PR1ooz46 D. CALCULATIONS 1. None , titled" DoPont Sentryglass® Plus'", dated iplpt}07, �r$ & Co., Inc., signed and seated by Allan A. I{arttrly ASTM D 635 ASPM 01929 ASTMB84 ASTM 0126 ASTM 0790 MATERIAL CERTIFICATION'S f. gone. Date 10/25107 01/021i> 12/19106 06/26/01 06126107 QUALITY ASSURANCE 1. Miami Dade Building Coda Compliance Office (13C3CU) Chas Dimness, P.E. Chris 1k vnest'.. •..... Carie >Bo4sa1'.11„ • . NM/to. • . . DuGT. +w P.E. .•••• •.•• • • ...• •••• .•.• . •••. . . •... • • • • . • • . . • .. . . .••• • • • .. • STATEMENTS 1. Letter of No Pin alai Intel by R. I1, Fisher & Associates, Inc.,1 ucd on 1211208. signed and seated by W. M, Mc s, PE 2. IAter of Code Compliance by R. 13. Fisher & Associates, Inc., issued on 12112198, signed mud sealed by W. M. bilooyers. PE. 3. Leuerof l+tci Pinaneial Interest by C. A. Smith of 13.1.. DuPont DeNtinours&Co „ Inc., issued on 12/18/98.signed said rnotassixad by C. A. Smith. 4. Approved listing of ScntryGlas4» PIN laminators dated November 30. 2oas. signed by Jeffrey D. Gnineto. c ade:toeSubmittsd widow IVA 106.1205.10) OT MRS 1. No change letter issued by 13.1. DuPont do Nemours & Co.. i:nc., dined 11/01107, signed by C. Anthony Smith, Ph.D. n Cflvios Wpm. Pa Product Coulrol Itizatmlotr HIM N 01-11141.04 1i aptt*tton Date: Ja'n+rxar 14, 2012 Approrn11 tt Jane rp 3,2003 • • • . DUPONT SENTRYGLAS.1PLUS INTERLAYER PRODUCT DESCRrION MANUFACTURED BY: E.L DUPONT DE NEMOURS & C., INC. DESCRIPTION: A PLASTIC INTERLAYER Mk/1'7E131AL WHICH FACTORY LAMINATED 10 A MINIMUM OF TWO PIECES OP GLASS, A TYPICAL GLAZING IS MADE OF 711E FOLLOWING COMPONENTS: (MINIMUM THICKNESS INDICATED, MULTIPLE PLIES OF INTERLAYER TO BC USED AS NKESSARY). A 6 C A - fir 3,0 ated SSOICiN 8 - 0!Jq.76 nun) DuPont SenlryGlasePluk Inte - 118'9,0 nun)Anfteeled Glass MATERIAL CHARACTERISTICS SentryGlasePius Interlayer Ifr • • • • • • • • • • • • • • • • . • • • • • • R -29 • 0C&i nation Pio i ertlIts Same owl index ASTM g84 6• • Smoke 1: « e Endex ATM E84 250 flash « fallen Tem. « «tere -- AVM D1920 Sad I k.k nkl Tam. - alumAVM Dino me F A r T ':VOlt.+ it. : 1 14111111.11 6114 * - I, i • • Avant, i Ode ofBM' 2 ASTM 0636 0 ent/mtn.- Class C Averme Modulo pure AST D790 2 OF CODE 111111111111117(41111111111111. Before After INEANERING" PER SEC:11014201 THE FLORIDA SOLOING 415 et 8 396 NOTES: 11)30 mil (0.76min) thIckness DuPont SertIty31asePtus !Waiver Semple RI 120 mil (3.31ran) %kit -noes DuPont SentryGlatOPtue Interteyer Sample (31 DuPont Sontry6lasePP)es Irderhyer 8y IWO Does Not Comply With The NorIcta Su1i • • • • • • • • • • • • • . . • • . • • • • . • • • TWO IS A COMPONENT- APPROVAL AND 00E4 MOT Tma..UDEANEVAUJA,TION OF 41RUCTORAL PERFORMANCE op THE. et:WOOL 4YETEMS INCORPORATE.* VTIE 0061PONENT SHALL APPLY FON A PRODUCT APPROVAL TO THIS ofFICE AND HAU. Strom RePocrr4 AND OTHER REQUIRE* DOOLMERTD EHOVAHO THAT TP SYSTEM uEDra THIS COMPONENT WM. DB laT THE LOADS ACCORDING TO CHAPTER 14 OF THE MAMA THRIAIND CODE, DonU lgsateas titter ?: • ' ..*•t s'..t07".111 NOV 0 5 200t E.I. DuPont de Nemours & Go„, Inc, V6480 DuPont Road Weehbvton, West VirgInla 28181 Phone: 304463-2182 Dwg.#$ 319.58 Sheet 1 of 1 DrawingOat: 1011107 Allan A. Kozich, PE RegistratIon # 16844 • • • • • . • . • • • . • • • b/28110 ttt Accuracy Assam WI? Fenestration Testing Laboratory, Inc. S. I 4.9 N.11.1 74th rkt,(1aet, ,ttr tli�i tt. Fi. 331e1 lime: 34'6/$65/3323 65/33?3 Fctc 305/ s85/ i s: 0 txt� ii: ffltlutieRneiLrom wale. e. ti•irc.coin RE: Letter Certifying Independence Client: C.R. Laurence C.O. Inc. Address: 2$03 E. Vernon Avenue Los Angeles, California 9OO511-1897 Model Designation: Weld Block Dry Clad Concrete Mount Aluminum Glass Glazed Railing System Laboratory Nurtnber: 6143 To whom it may concern. Fenestration Testing Laboratory certifies the fallowing: R - 30 • • . • .•.. • • . •• .... . • . • . • ••• •. . • . • • . • Fenestration Testing Laborator'yy, nor its company representatives, hat •e.:41,11114.12....: • interest in the above referenced company • • •Fenestration Testing Laboratory, nor it's company representatives, have rtlr .eoritreAgiog interest in the above refertneed. company : • .• • • The above referenced company is not affiliated to Fenestration Testing l llo atorjm ra. • it's eonipctn.y representatives •• • • • • . • • . • •• • •• • If you have any questions, please do not hesitate to contact us at (305) 885-332.8. Sincerely, Fenestration Testing Laboratory,1 Manny Sanchez Chief Executive Officer Doi ook ♦S..M-tt. rdl .44 i.GY1M 4 S • 7.q Gqw, soMGu V r6 :cox :# ti.V., VwrK e`.* i-`-. W.V. 112'10.# A1./• •..rs.e...%e. A"-41 • ;'!1 u.tte•rt 5!_r +...t„�`, 7.404, O[t CS 4* .r.••• 14.Y+,•;• c•F 1, e•V.,. •e '!e*tr; t :enn-ru4.CM,01f•tR4411.11Ct+(1. R(443S+•S. M WPCs.' 1 tt• tl.La. ;.a a`i,.r roupwv1'•d-f �A�bY � a'�� gat stir. 27 OMAR CASSOLA 9325 N. BAYSHORE DR. MIAMI SHORES. 33138 FL GLASS RAILINGS SHOP DRAWINGS GENERAL NOTES: SHOP DRAWING: Railing Systems will be as designed and Manufactured by TITAN GLASS Sc ALUMINUM Industries, Inc. and as approved by Architect and Owners, to conform generally with the architectural drawings and specifications using the fallowing materials. A. ALUMINUM: 1. TAPER—LOC SYSTEM DRY—GLAZE LAMINATED GLASS RAILS SYSTEM. 2. Extrusions will be CRLaurence — L56S BASE SHOE alloys as appropiate to meet structural and manufacturing requirements, thickness of extrusions to be as necessary to meet requirements as per Test Report. B. FINISH ON ALUMINUM: Finish on Aluminum to be Mill Finish 1" 2 RL TOP CAP(G'19M) C. GLASS: Type 1: 1/4" Clear Tempered Laminated Glass Glazed with: 1/4" Temp. + 0.035 SGP interlayer + 1/4" Temp. D. MISCELANEOUS NOTES: 1" 4 GLASS RAILING 9/16" LAMINATED GLASS TYPICAL ELEVATION ocT.11Er DC - + 51.1 n of - -68.2 V' 1. The quantities and dimensions shown on the drawing are based on the !rowing done by TITAN GLASS & ALUMINUM, LLC. dated 9/23/2015 2. These shop drawing when approved contitute your authorization for us t. fabricate materials with sizes as shown on these drawing on sites detrmin<d by final field verification, with the understanding that dimension tolerances on the structure and masonry elements are within the tolerances as prescribed by American Concrete Institute. 3. We Manufacture our products from finished linear extrusions and due to die fabrication and cutting made after finishing, some appendages and edges nay be mill finish. 106.-44- 21' WP TO WP 60' WP TO MMP 4 1,15/16" a 7/8• GLASS RAILING 9/16' LAMNATED GLASS TYPICAL SECTION • • • • • •• • •••. • • •••. • • •• .. •• • • • • • • • • • • • • • a . • •• ••••z 141 • 0 • •V •a 1 • •� 1 • • •� • 1S••� •••• • •••cb •••� •• ••.4 •r-•,•4 •• ; • •. • REF.: M 60' 60' 60' 60' 60' 60' 60" 60' 60' 0" 60' 60' 60' _ 60' WP To WP MP TO MP wP TO MP WP TO WP WP TO WP WP TO WP 61, TO 61, MP TO WP MP TO MP WP '0 WP MP TO WP MP TO WP WP TO WP WP TO WP 60' 60' 60' 60' 60' 56" WP TO WP WP TO WP MP TO MP WP TO WP WP TO WP WP TO WP 60' 60' 60" 47" IIP TO MP MP TO WP MP TO WP WP TO WP 18'-11"' f RECEIVIMJ1 MAR 4 2016 BY: cOpy 60' 60' 60" 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60" 60' 60' WP TO MP MP TO WP MP TO WP WP TO WP WP TO WP WP TO WP WP TO WP MP TO MP AP TO WP NP TO WP WP TO MR WP TO WP MP TO MP WP TO 'AP61'T061' MP TO MP MP TO WP WP TO WP REF. ON WP TO MP GLASS RAILING :"STEM 9)16" 1M0061Fn VY.W 1E1 REF. DIM WP TO MP ICY 1818DIII111182 OLAZO•i CONSULT21178 8601 SW 124 Lw1. 8142062 1•.m2 n 99188 P. 806.271.0117 T. 786.678.6089 www.16726620401220040 6 0 5 a 5 VIPINC WANG, P.E. FLORIDA REGISTRATION PE /55983 CAN. 28677 DEC 112O1V- 59 1>> 2 12 >> 6C" 1» 2 60" 591" 2 592 >> TOP CAP 4" SEE DETAIL 118" 4 GLASS A LI\ G 9/16" LAvI\ATED GLASS TYPICAL ELEVATIO\ EXT.VIEW + 51.1 P d -68.2 P • •• 4 , •• •• • 4 • •5•• . • .• • rf2 .; .. • .. 3 ., GLASS \ TC / 1.? 0106i1p32/6. 615. GLAZING C01180121/123 0601 8w 024 Awa 91.2061 16wm1. R. 63188 90657.0117 ►: 780.6796069 www.IBCT earn PIPING WANG. P.E. FLORIDA REGISTRATION PE /55963 CAN. 26677 DEC 11 2015 U P-1 •.•* •••z • •0, •5•� . •.•03 5••• • Cr) •• • •.. •....I • �, A 0 B 5 8