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WS-18-969
Miami Shores Village c Building Department a.��'� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20P BUILDING Master Permit N . PERMIT APPLICATION Sub Permit Nolte (8 - h XBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION []�KENEWAL PLUMBING ❑ MECHANICAL F-] PUBLIC WORKS FICHANGE OF ❑ CANCELLATION ❑ SHOP A t I CONTRACTOR DRAWINGS JOB ADDRESS: I — L ��S /� 20A1 City: Miami Shores County: Miami Dade Zip: 33/3 Folio/Parcel#: it • X 206 •D/3.4-3 P 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �O % P1{ aj-- LLG Phone#: 3z),54�S I F� Address:��� /�/ City: H IA"W1I State: r'l�- Zip: '53157 Tenant/Lessee Name: Y11 L LTl •PGE Phone#: Email: V CONTRACTOR: Company Name: jr, 1� - 6rlot%p- /nrG Phone#: 3495 -74-2 3I Address,:, ,/-7-74-1 5%j/ Z� g� City: u�/ 14✓y! c State: 1 L • Zip: Qualifier Name: � tJ�tIj 6,1A -A-45 !A-6 D Phone#: 3615 '74-2 3i4747 State Certification or Registration #: G%►G�1560 Certificate of Competency #: DESIGNER: Architect/Engineer: Add City: hone#: Value of Work for this Permit: $ f (90160 O Square/Linear Footage of Work: Zip: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Specify color of color tthru tile: Submittal Fee $ ' (z Permit Fee $G30, 0�3 CCF $ CO/CC $ Scanning Fee $ Radon Fee $1) , •-3 O DBPR $ • y Notary Technology Fee $ Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ -:I6- • I S Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature &V NER or AGENT C NTR The foregoing instrument was acknowledged before me this The foregoing instrumeV was acknowledged before me this day of 20 by Z� day of �� 20 t by V)°x, k""ywho is personally known to to me or Who i—F as produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUB IC: NOTARY PUBL . Sign: Sign: Print: u Print: _v Seal: , �°�v" `°- C;1 ;: IN.' R. HERNANDEZ Seal: ,p =`b,5<`;, +.r.!SC!_INAR. HERNANDEZ hSY t;OUNiISSION # FF 928131 = F , , ll�r�A c PJ # FF 918131 * iL EXPIRES: October 15, 2019E{ �i}YESact ber 15.2019p : �- P ;Y,' Bonod Thru Notary Public Underwriters ' �4 ,;: �• Bonond Thru Notary Public Underwriters ******** ***************A**<********************************************************************** Cbl APPROVED BY iv �� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami stares Village Building Department 1.00SIO N12nd Avenue M4Mshc*ms. florida all 39 Tel. (303) 71)5.22(4 F;.k.xs (30S}.-756.8472 CHANGE OF.CONTRACTOR r AKCWITECT AitNtettl 11; g er of R -Cqr Nutrie 1 ora �#, zr Andress {ir � r J '.. •'+ ... ` - ie -cribs Work �� y �a`�� ` ts� 4 k L l r lT Y � t� ��e � a sZ irrl - -' , •?; _- .: f - J 7'a 3 T'. nr-�} �- � - � �c(ry' �tt ti hereby ce that thew rk hay b� ab nl�lned ` r t�hit i'd '�„' „tip k t �.� VP � > aii' Gl:' iii" ry r ++t"ifria�"ti33u�; �� raes t1th .r +■ 1 f i fi S 1{ .l i .A n( aR t7:iV .,. ,t r ._ -.._ s• �� <}i �u.. ; $°k 3.{,. vi 4�° � .34"pxr . �.. i,(,s - '^�'rn.��""r'3 x 7 ,�wtelrOt1l�ant. y ,✓ �> a�5 � rt�ra�rryZr l V i7 ' }z..s a.m nns. i - • r �t TJ'iE �OtE tl Iq ki ;x +:�rttas{crtcwle��A 7 rr'!�t_ _.'"_.'�`__��.r�A� 1 1. _ � � 4 S� �y t%d" QLR 1 .f3�• A '*a '. }�i� _' � �� ��/ R*`✓V ��P � '�1RM�� 7.. �e4 ��ll ^dv4 k ai JP'5 � ^ .L ��•�UYY �?-� Pi*�'� �'t h. �. F ry^t'�' �� 3a .t�. F ���, i�,��. x �.�7. _l } r Y?` t S b�, i ,� . t ?'� 1a�a,5 }�) c, �r Y ,Fy+ iNr � t_� ) " s#s +..• ' ,�Pul�{1if� s� nn� �� < S}�-`i` 1 �,'�r�Y 'i �, t� �� �,�r�° •u� ��,t..'' {� � Miami Shores Village B01dfn Departtrrent t41,S0 REI Ind Avenue M*Mf shores.fkwids`13i38 jeli (30s) 7952204 ��_t�osy: Tst�.e4�z CHANGE of CONTRACTOR .t ARcNiTE4'� , Permit N. - • Tdc R��r. J LLC (} ^1 hk PnI, sir Y1LAI Y Sti�te: L Zig °! whrre work is beinj done), s i ted Cm's �sm�pany tai ,11�" .* 7" - !/,%,J .:. C�a�ifl�zr's i�taent cZ,i%� �l'.#r.. z � , ii. i � s u r f�Q f t I �+Et'Ctj�� a1 VII �L"rC 1t� b .:ria Ok EN F r _ . `�� `' ..,�` �r s l:,F.' �� ✓�l��t .r�, r c �. ,>:y�A t ` � c .� ".:;j :=-.55- � y, k = p L a �"(h V .. - -4..�'i?3u�.�:aJi?i,Yi�i�:..�`. ,d1 .,y*rs�. •'1=3:i1 �ii�iiius.ta� - :�^Pin.%�rif:A?��l'ax..7.+. � .,.i'ui� 1{+�� ,� be..�.�*.i�r...... .. .'?-. ti ` a] 305.599.8133 www.easterneg.com V�S� •�30� � Eastern Engineering Group 3401 NW 82nd Ave. Suite 370 Doral, FL. 33122 (305) 599-8133 info@easterneg.com www.easterneg.com STORE FRONT GLAZING Job No: 17-229 •::::• •••••• ...... ... ...... wwwwww • • • '•"" RECEIVED WINDOW & DOOR MAY 112017% .... ....... 9801 NE 2nd Avenue • • • • wwweww • • • ssssss Miami Shores, F133138 • STRUCTURAL CALCULATIONS Prepared By: ❑ Raissa Lopez, PE Lic. No. 59399 CAN # 26655 STRUCTURAL REV. `,,V 17-229 I APPROVED DA *�jt1ElFifill., co t' red alci Lic. No. 60734 CAN # 26655 1 of 25 3401 NW 82nd Ave. Eastern Suite 370 Doral, FL. 33122 (305) 599-8133 Engineering Group Eny,,ww.easterneg.com DESIGN CRITERIA: Calculations based on: 1. 2014 Florida Building Code 2. Minimum Design Loads for Buildings and Other Structures ASCE 7-10 3. American Institute of Steel Construction AISC-14ed 4. Aluminum Design Manual 2005 5. Specifications for the Design of Cold -Formed Stainless Steel Structural Members SEI/ASCE8-02..9. . . 9999 9999.. CALCULATION INDEX: """ " ���•�• 9999.. 9999.. I Wind Calculation 9999 •�...• S'" 9999. 9999.. 9999. 9999.. II Horizontal Mullion Design •• •• •6-11 9999..00 III Vertical Mullion Design �• }4.25• :0000: 6 . .9006. IV Steel Clip Design 000 0 16-15: Total Pages = 25 CALCULATION STATEMENT: X0111111111111 i To the best of my knowledge, ability, belief and professional judgmepg' l-t�e4e13V Vtte*,that the manual calculations and computer generated calculations are in compliance�vv yce kthg existinggo`r%jng codes. c 1 ly ❑ Prepared By: ❑ Prepared ayy►Y . Raissa Lopez, PE Gonzaio� , OE Lic. No. 59399 Lic. No �6b4 CA # 26655 CA # 2665)vc '• '`�' •� •f'Jje::tate:°�� I 17-229 2 of 25 Eastern 3401 NW 82nd Ave. Suite 370 Ok Doral, FL. 33122 (305) 599-8133133 Engineering Group wfww.easterneg.com PROJ. NAME: PROJ. No: DESIGNED BY: B.R FR:UT 4LITUD1:)A DATE: PAGE: 17-229 3 of 25 0066 • • 6 6600•• .. • 6000.• • 0000.• • 0060.. 0660 0 •6060• 0060 066.6 •.006. 6 06•.6 0 • 6666.. 0 660.6. ...006 0 0 •6 17-229 3 of 25 ASD Design, with a Load Factor of 0.6*W 3/30/2017 ASCE 7-10 ASD DESIGN=0.6*W Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 Description: 9801 NE 2nd Avenue Miami Shores, FL 33138 Analysis by: B.R Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.13 Flexible Structure No Fig 26.11-1 Internal Pressure Coefficients for Buildings, Gcpi Condition Calculated Parameters . • • Gust1 Hurricane Prone Region (V>100 mph) 0.85 Table 6-2 Values Alpha = Enclosed Buildings 11.500 0.6 ` Ht zg Izm 1 700.000 0.1909 Lzm 1*(zm/33)"Epsilon 542.76 ft Q (1/(1+0.63*((Min(B,L)+Ht)/Lzm)"0.63))^0.5 0.8986 Gust2 0.925*((1+1.7*lzm*3.4*Q)/ 1+1.7*3.4*lzm) 0.8758 Gust Factor Summary G I Since this is not a flexible structure the lessor of Gust1 or Gust2 are used At = Bt = 0.087 • 1 40� Bm = 0 Cc = • I = 659. R • Epsilon = 6h • Zmin = :Y Vt• Fig 26.11-1 Internal Pressure Coefficients for Buildings, Gcpi Condition Gust Factor Category I: Rigid Structures - Simplified Method . • • Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.85 0.00 0.55 0.18 Gust Factor Category 11: Rigid Structures - Complete Analysis Enclosed Buildings Zm 0.6 ` Ht 7.80 ft Izm Cc " (33/z)^0.167 0.1909 Lzm 1*(zm/33)"Epsilon 542.76 ft Q (1/(1+0.63*((Min(B,L)+Ht)/Lzm)"0.63))^0.5 0.8986 Gust2 0.925*((1+1.7*lzm*3.4*Q)/ 1+1.7*3.4*lzm) 0.8758 Gust Factor Summary G I Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fig 26.11-1 Internal Pressure Coefficients for Buildings, Gcpi Condition Gc i Max + Max - Open Buildings Partially Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0.00 -0.55 -0.18 Enclosed Buildings 0.18 Eastl&Nr ngineering Group Page W.2fof 2 ASD Design, with a Load Factor of 0.6*W ASCE 7-10 ASD DESIGN=0.6*W Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 Figure 30.4-5 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht - 60 ft OR 60<Ht<90 & Ht/MIN(B,L)<1 for Monoslope Roofs 2a 2a 2' 2a -; 2 21 1 3"------T---- �3 a MY a = 5.2 ==> 1 5.20 ft Double Click on anv data entry line to receive a helo Screen Ht 3/30/2017 Component Width Span Area (ft) (ft) (ft -2) Zone GCp Max Min Win ress (Ib/ft-2 Mex • • Min 10 10.00 4 0.90 1 -1.10 44,49 i -52.7j • 10 10.00 5 0.90 1 -1.40 44'4,,,• ;-65.0$. 20 20.00 4 0.85 -1.05 42.52 -50.54 20 20.00 5 0.85 -1.29 42.52 -60.70 50 50.00 4 0.79 -0.98 39.91 -47.64 50 50.00 5 0.79 -1.15 39.91 -54.92 100 100.00 4 0.74 -0.92 37.94 -45.45 100 100.00 5 0.74 -1.05 37.94 -50.54 500 500.00 4 0.63 -0.80 33.37 -40.37 500 500.00 5 0.63 -0.80 33.37 -40.37 10 10.00 1 0.30 -1.10 19.77 -52.73 10 10.00 2 0.30 -1.30 19.77 -60.97 10 10.00 3 0.30 -1.80 19.77 -81.56 20 20.00 1 0.27 -1.10 18.53 -52.73 20 20.00 2 0.27. -1.27 18.53 -59.73 20 20.00 3 0.27 -1.62 18.53 -74.12 50 50.00 1 0.23 -1.10 16.89 -52.73 50 50.00 2 0.23 -1.23 16.89 -58.09 50 50.00 3 0.23 -1.38 16.89 -64.29 100 100.00 1 0.20 -1.10 15.65 -52.73 100 100.00 2 0.20 -1.20 15.65 1 -56.85 100 100.00 3 0.20 -1.20 15.65 -56.85 10 10.00 1H 0.50 -0.90 20.60 -37.07 10 10.00 2H 0.50 -2.20 20.60 -90.62 10 10.00 1 3H 0.50 -3.70 20.60 -152.41 Note: ' Enter Lone 1, 2, 2', 3, 3' (see sKetcn), 4 & b (wall Lones calculates per f -Ig 3U:4-1) * Use 1 H, 2H, and 3H for Roof Overhangs (Per Fig 40.4-2A) Easter 2&gineering Group Page N1 f.21 of 2 Eastern 3401 NW 82nd Ave. Suite 370 Oh Doral, FL. 33122 (305) 599.8133 Engineering Group www��.easterneg.com PROD. PROJ. No: DATE: DESIGNED BY: B.R PAGE: REVIEWED BY: 17-229 6 of 25 �0 ':` ���� HORIZONTAL �°::° 0*0*:o '�� 00 MULLION DESIGN .. 17-229 6 of 25 Eastern 3401 NW 82nd Ave. Suite 370 Orr Doral, FL. 33122 (305) 599-8133 Engineering Group i rneg.com wnfo@east(,ww.easterneg.com I HORIZONTAL MULLION DESIGN I (PD) PRESION DESIGN: +45.0 PSF -66.0 PSF c"ll LOAD: qw=PDx5.8 qw= 66 PSFx 5.8 ft qw=383.0 #Ift I qw= 383.0 i 1 1.0ft PROD. NAME: PROJ. No: DATE: DESIGNEDBY: B.R PAGE: REVIEWED BY: Jp ',rea = 2.0290 in/2 Ixx = 1.9224 in"4 Iyy = 8,4751 In -4 Jz = 10,3976 in -4 Pxy = 0,0000 in/4 rxx = 0,7ee9 in ryy = Le5e4 in Sxx mox = 1,9224 in3 Sxx min = 1,9224 In^3 Syy max = 33901 Vo: Jp ',rea = 2.0290 in/2 Ixx = 1.9224 in"4 Iyy = 8,4751 In -4 Jz = 10,3976 in -4 Pxy = 0,0000 in/4 rxx = 0,7ee9 in ryy = Le5e4 in Sxx mox = 1,9224 in3 Sxx min = 1,9224 In^3 Syy max = 33901 in -3 Syy min = 3,3901 ln"3 u 17-229 7 of 25 HORIZONTAL MULLION DESIGN WIND LOAD Steel Beam File: N:1EEG ACTIVEMork in Description : HORIZONTAL MULLION WIND LOAD Material Properties Analysis Method: Allowable Stress Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis: Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 VV(0.380 INC. 1983-2011, Build:6.11.6.23, Ver:6.11.6.23 Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7-05 Fy : Steel Yield: 36.0 ksi E: Modulus: 29,000.0 ksi Applied Loads Max Stress Ratios Service loads entered. Load Factot's•J6iR 58 applied for talculationt, • • •; Loads on all spans... M V Mmax + •"". ...... Mnx/Omega Cb Rm Va Max Uniform Load on ALL spans: W = 0.380 k/ft +D+W+H • • • • ' ";"� DESIGN SUMMARY Dsgn. L = 11.00 ft 1 ": • Maximum Bending Stress Ratio - 0.709: 1 Maximum Shear Stress Ratio = 0.081:1 • Section used for this span TS5x2x1/4 Section used for this span ;";'; TS5x2z1/4 • Mu: Applied 5.748k -ft Vu: Applied • ' ;.2a@ k 8.10 1.00 1.00 1.57 Mn / Omega: Allowable 8.102 k -ft Vn/Omega : Allowable • 025.892 k : • ...: Load Combination +D+W+H Load Combination • • ' '+'[1+,W+�1 • Location of maximum on span 5.500ft Location. of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs L Span # 1 Dsgn. L = 11.00 ft 1 Maximum Deflection 0.081 5.75 5.75 13.53 8.10 1.00 1.00 2.09 43.24 25.89 Max Downward L+Lr+S Deflection 0.000 in Ratio = 0 <360 Load Combination Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Location in Span Max Downward Total Deflection 0.513 in Ratio= 257 0.0000 0.000 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Load Combination Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +D+W+H Dsgn. L = 11.00 ft 1 0.709 0.081 5.75 5.75 13.53 8.10 1.00 1.00 2.09 43.24 25.89 +D+0.750Lr+0.750L+0.750W+H Dsgn. L = 11.00 ft 1 0.532 0.061 4.31 4.31 13.53 8.10 1.00 1.00 1.57 43.24 25.89 +D+0.750L+0.750S+0.750W+H Dsgn. L = 11.00 It 1 0.532 0.061 4.31 4.31 13.53 8.10 1.00 1.00 1.57 43.24 25.89 +0.60D+W+H Dsgn. L = 11.00 ft 1 0.709 0.081 5.75 5.75 13.53 8.10 1.00 1.00 2.09 43.24 25.89 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. -" Defl Location in Span Load Combination Max. "+" Defl Location in Span 1 0.0000 0.000 0.0000 0.000 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Span Max. Downward Defl Location in Span Max. Upward Dell Location in Span W Only 1 0.5131 5.555 0.0000 0.000 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.090 2.090 W Only 2.090 2.090 17-229 8 of 25 Steel Beam File:N:1EEGACTIVEMorkinProgress1201IM72 29StorefrontGlazing Calculation\Calclmullionhorizontal.ec6 ENERCALC, INC. 1983-2011, Build:6.11.6.23, Ver:6.11.6:23 rw Description : HORIZONTAL MULLION WIND LOAD Steel Section Properties : TS5x2x1l4 m�m Depth = 5.000 in I xx = 8.48 in"4 J = 5.430 in"4 S xx 3.39 in A3 Width = 2.000 in R xx = 1.660 in Wall Thick = 0.250 in Zx = 4.510 in"3 Area = 3.090 in"2 1 yy = 1.920 in"4 Weight = 11.201 plf S yy = 1.920 in"3 R yy = 0.789 in -0.39 Zy = 2.320 in"3 Ycg = 2.500 in ••• 5.9 4.4 2.9 1.5 RFAM---,s • • • 1 • 1 • • 1.05 2.15 3.25 4.35 5.45 6.55 7.65 9.85 • 10.95 0 Distance (ft) • • • • • • • • • • • +D+W+H ■ +D+0.75DL•+D.7SDL+D.75DW+H • +D+0.750L+0.7505+D.75DW+H • +D.6DD+W+H • • • • • • ••••• 1A5 2.15 3.25 435 5.45 6.55 7.65 8.75 9.85 10.95 Distance (ft) ■ +D+W+H ■ + D.0.7S0L-D.75DL+D.75DW+H ■ +D+D.750L+D.75D5+D.75DW+H ■ +D.BDD+W+H BEAM---» m�m -0.13 WWI.- -0.26 -0.39 -0.52 1.05 2.15 3.25 4.35 5.45 6.55 7.65 8.75 9.85 10.95 • • • 1 • 1 • • 1.05 2.15 3.25 4.35 5.45 6.55 7.65 9.85 • 10.95 0 Distance (ft) • • • • • • • • • • • +D+W+H ■ +D+0.75DL•+D.7SDL+D.75DW+H • +D+0.750L+0.7505+D.75DW+H • +D.6DD+W+H • • • • • • ••••• 1A5 2.15 3.25 435 5.45 6.55 7.65 8.75 9.85 10.95 Distance (ft) ■ +D+W+H ■ + D.0.7S0L-D.75DL+D.75DW+H ■ +D+D.750L+D.75D5+D.75DW+H ■ +D.BDD+W+H BEAM---» -0.13 -0.26 -0.39 -0.52 1.05 2.15 3.25 4.35 5.45 6.55 7.65 8.75 9.85 10.95 Distance (ft) ■ W 0.1, 17-229 9 of 25 HORIZONTAL MULLION DESIGN DEAD LOAD Steel Beam Tim., i=u MVIIvc%vyu6 III riuyiu� vvitiit L ZIOLUIVIIU1 Il%31 L11ly Ui UdLIUI;V dlUVIIUI1IU1 I I IUIILUIIWI.CI.V ' ENERCALC. INC. 1963-2011. Build:6.11.6.23. Ver.6.11.6:23 Description : MULLION DEAD LOAD Material Properties Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7-05 Analysis Method: Allowable Stress Design Fy : Steel Yield: 36.0 ksi Beam Bracing : Beam is Fully Braced against lateral -torsional buckling E: Modulus: 29,000.0 ksi .Bending Axis: Minor Axis Bending Load Combination 2006 IBC & ASCE 7-05 D(0.0320 Applied Loads Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans: D = 0.0320 kilt DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu: Applied Mn / Omega: Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection • Service loads entered. Load Factof "Ill' 604 applied for Lralculations • • • • 0.157: 1 Maximum Shear Stress Ratio = TS5x2x1/4 Section used for this span 0.653 k -ft Vu: Applied 4.168 k -ft Vn/Omega : Allowable +D Load Combination 5.500ft Location of maximum on span Span # 1 Span # where maximum occurs 0.000 in Ratio= 0 <360 0.000 in Ratio= 0 <360 0.258 in Ratio= 512 0.000 in Ratio= 0 <180 •0000• 0000 • 000.0 000.0• . • 000.0 • • 0.000. •• ®=31•.•• 1530 ••� 00.2376 k :0000: •. ..x$34 k • . �-D 0.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma - Max Mny Mny/Omega Cb Rm Va Max Vny Vny/Omega +D Dsgn. L = 11.00 ft 1 0.157 0.030 0.65 0.65 6.96 4.17 1.00 1.00 0.24 13.09 7.84 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+^ Defl Location in Span 1 0.0000 0.000 0.0000 0.000 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Span Max. Downward Defl Location in Span Max. Upward Dell Location in Span D Only 1 0.2576 5.555 0.0000 0.000 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.238 0.238 D Only 0.238 0.238 17-229 10 of 25 Steel Beam File: N:\EEG ACTIVE\Work in Progress12017\17 2 29 Storefront Glazing Calculation\Calc\mullion horizontal.ec6 ENERCALC, INC. 1983-2011, Build:6.11.6.23, Ver:6.11.6.23 Description : MULLION DEAD LOAD Steel Section Properties : TS5x2x114 Depth = 5.000 in I xx = 8.48 in"4 J = 5.430 in14 S xx 3.39 in"3 Width = 2.000 in R xx = 1.660 in Wall Thick = 0.250 in Zx = 4.510 in13 Area = 3.090 in"2 I yy = 1.920 in14 Weight = 11.201 plf S yy = 1.920 in"3 R yy = 0.789 in Zy = 2.320 in"3 Ycg = 2.500 in •00• 0.67 0.50 0.33 m E F 0.17 BEAM ---a> 1.05 2.15 3.25 4.35 SAS 6.55 7.65 0 •ebb • • 9.85 • 10.95 • • Distance (Ft) • • • • • • • • • • • ■ D 0000•• 0.24 0.12 BEAM --- L N -0.12 .0.24 • 0000• • 1.05 2.15 3.25 4.35 5.45 655 7.65 8.75 9AS 10.95 Distance (ft) • ♦D BEAM--» -0.07 c -0.13 -020 -0.26 1.05 2.15 3.25 4.35 SAS 6.55 7.65 8.75 9.85 10.95 Distance (ft) • D0•ly COMBINATION: Dead Load: Wind Load fb=M = 653 #-ft x 12 = 4081.0 psi fb=M = 5748 #-ft x 12 = 20347 psi Sx 1.92 Sy 3.39 .fbw + fbd = 0.88 < 1 ..................OK Fb Fb Eastern 3401NW82nd Suite 370 Ok Doral, FL. 33122122 (305) 599-8133 Engineering Group www..easter'neg.com VERTICAL PROD. PROJ. No: DATE: DESIGNED BY: B.R PAGE: REVIEWED BY: ••• • • • ••• • • •• • •••••• • •••••• • •••••• • ••• MULLION DESIGN* "°00 17.229 12 of 25 Eastern 3401NW82nd Suite 370 Oh Doral, Ft.. 33122192 Area (305) 599-8133133 Engineering Group = 1,9224 in^4 Iyy wtwweasterneg.com VERTICAL MULLION DESIGN (CONSERVATIVE ANALYSIS) (PD) PRESION DESIGN: +45.0 PSF -66.0 PSF LOAD: qw=PDx5.8 qw= 66 PSFx 5.0 ft qw=330.0 #/ft qw= 330.0 PROJ. PROD. No: DATE: DESIGNED BY: B.R PAGE: REVIEWED BY: 11.4 ft I1:1I:l111r,\C4K-11 V=1 0000.. Area = 3,0890 in^2 Ixx = 1,9224 in^4 Iyy f Jz = 10,3976 ir"4 Pxy = 0,0000 in"4 .. f,. 11.4 ft I1:1I:l111r,\C4K-11 V=1 (VERTICAL STEEL MULLION 2"x5"x1/4" 0000.. Area = 3,0890 in^2 Ixx = 1,9224 in^4 Iyy = 8,4751 In -4 Jz = 10,3976 ir"4 Pxy = 0,0000 in"4 .. = 0.7889 in .. .. Sxx 000000 0000 min = 1,9224 In^3 Syy max = 3,3901 in -3 Syy rein = 3,3901 in"3 • 0000.. •• • �.f •0000. (VERTICAL STEEL MULLION 2"x5"x1/4" 17-229 13 of 25 Area = 3,0890 in^2 Ixx = 1,9224 in^4 Iyy = 8,4751 In -4 Jz = 10,3976 ir"4 Pxy = 0,0000 in"4 rxx = 0.7889 in ryy = 1,6564 in Sxx max = 1,9224 in^3 Sxx min = 1,9224 In^3 Syy max = 3,3901 in -3 Syy rein = 3,3901 in"3 17-229 13 of 25 VERTICAL MULLION DESIGN WIND LOAD Steel Beam File: NAEEG ACTIVE1Work in Progress12017117 229 Storefront Glazing CalculationlCalclmullion horizontal.ec6 ENERCALC, INC. 1983-2011, Build:6.11.6.23, Ver:6.11.6.23 Description : VERTICAL MULLION _ Material Properties Analysis Method: Allowable Stress Design Beam Bracing: Beam is Fully Braced against lateral -torsional buckling Bending Axis: Major Axis Bending Load Combination 2006 IBC &ASCE 7-05 VV(0.40 Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7-05 Fy : Steel Yield: 36.0 ksi E: Modulus: 29,000.0 ksi Applied Loads Loads on all spans... Uniform Load on ALL spans: W = 0.40 k/ft DESIGN SUMMARY ......._ ............. ................... -.---._.............._...- ..._........ ............ . .......... _.......... _._.-._ Maximum Bending Stress Ratio = Section used for this span Mu: Applied Mn / Omega: Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection • • • Service loads entered. Load Factors Ul*db%pplied for calculations: •. • •: 0.802: 1 Maximum Shear Stress Ratio = - _ TS5x2xl/4 Section used for this span 6.498 k -ft Vu: Applied ' 8.102 k -ft Vn/Omega : Allowable +D+W+H Load Combination 5.700ft Location of maximum on span Span # 1, Span # where maximum occurs 0.000 in Ratio= 0 <360 0.000 in Ratio= 0 <360 0.623 in Ratio= 219 0.000 in Ratio= 0 <180 Maximum Forces & Stresses for Load Combinations : Q2. 11& k `25.892 k +ani+�s 0.00(r ft Span # 1 • + Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +D+W+H Dsgn. L = 11.40 ft 1 0.802 0.088 6.50 6.50 13.53 8.10 1.00 1.00 2.28 43.24 25.89 +D+0.750Lr+0.750L+0.750W+H Dsgn. L = 11.40 ft 1 0.602 0.066 4.87 4.87 13.53 8.10 1.00 1.00 1.71 43.24 25.89 +D+0.750L+0.750S+0.750W+H Dsgn. L = 11.40 ft 1 0.602 0.066 4.87 4.87 13.53 8.10 1.00 1.00 1.71 43.24 25.89 +0.60D+W+H Dsgn. L = 11.40 ft 1 0.802 0.088 6.50 6.50 13.53 8.10 1.00 1.00 2.28 43.24 25.89 Overall Maximum Deflections - Unfactored'' Loads Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span 1 0.0000 0.000 0.0000 0.000 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Span Max. Downward Defl Location in Span Max. Upward Defl Location in Span W Only 1 0.6231 5.757 0.0000 0.000 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.280 2.280 W Only 2.280 2.280 17-229 14 of 25 Steel Beam • •9Q► • • 1020 • File: N:1EEG ACTIVEWork in Progress12017\17 229 Storefront Glazing CalculationlCallmullion horizontal.ec6 • ENERCALC, INC. 1983.2011, Build:6.11.6.23, Ver.6.11.6.23 Description : VERTICAL MULLION mmw_.,m • • Steel Section Properties : TS5x2x114 • • • • • • Depth = 5.000 in I xx '= 8.48 in^4 J = 5.430 in^4 ••••• 2.3 S xx 3.39 in^3 Width = 2.000 in R xx = 1.660 in Wall Thick = 0.250 in Zx = 4.510 in^3 Area = 3.090 in A2 Iyy = 1.920 in^4 Weight = 11.201 plf S yy = 1.920 in A3 R yy = 0.789 in -0.48 Zy = 2.320 in^3 Ycg = 2.500 in 6.6 SA 33 d IJ BEAM- - 1.08 2.22 3.36 4.50 5.64 6.78 7.92 • •9Q► • • 1020 • 11.34 • • • M mmw_.,m • • • • • • • • • +D+W+H ■ +D+D.7SDL•+D.75DL+D.7SDW+H ■ +D+D.7SD1+D.7S0S+0.7SDW+H ■ +D.6DD+W+H • • • • • • -0.16 ••••• 2.3 WWI. MEMO -w- " I w low ---q OWN 1, M M 0-0 W -0.48 M0-.wMw=MMMMMM= -0.64 1.08 2.22 3.36 4.50 5.64 6.78 7.92 9.06 10.20 11.34 MMMMMMMMM .PAV 1.08 2.22 3.36 4.50 5.64 6.78 7.92 • •9Q► • • 1020 • 11.34 • • • Distance (ft) • • • • • • • • • • • +D+W+H ■ +D+D.7SDL•+D.75DL+D.7SDW+H ■ +D+D.7SD1+D.7S0S+0.7SDW+H ■ +D.6DD+W+H • • • • • • -0.16 ••••• 2.3 IAB 222 336 4.50 5.64 6.78 7.92 9.06 1020 11.34 Distance (ft) ■ +D+W+H ■ ♦D.0.75DL-+D.7SDL+D.75DW+H ■ +D+D.7 SDL+D.75DS+D.75DW+H ■ +D.DDD+W+H BEAM ---aa -0.16 -0.32 -0.48 -0.64 1.08 2.22 3.36 4.50 5.64 6.78 7.92 9.06 10.20 11.34 Distance (ft) ■ W O•l7 17-229 15 of 25 Eastern 3401 NW 82nd Ave. Suite 370 Doral, FL. 33122 (305) 599-8133 Engineering Group www.easterneg.com PROJ. PROD. No: DATE: DESIGNED BY: B.R PAGE: REVIEWED BY: 17-229 16 of 25 :0000: 000:00 00 00 0 0*00*0 :.0 `` STEEL CLIP DESIGN 000 17-229 16 of 25 Project Name:17 229 Storefront Glazing Calculation Complete Mullion Clip Connection Design Strong and Weak Axis Allowables Stress for Tube Steel Shape: Fb=23760.00 psi, Fv=14400.00 psi for Fy=36 ksi (Not Stress Increase ) E=29000 Ksi Fb=33000.00 psi, Fv=20000.00 psi for Fy=50 ksi (Not Stress Increase) E=29000 Ksi Weld Allowable Stress Fv=21000 psi (Not Stress Increase ) . . .... ...... vyy ...... .. . ...... ...... O O O O O O •• •• • •••••• • •• •••. • • • • err • CONCRETE SLAB • • • • • • • • • • • • 4" eneral Data:'_ Vyy := 2104. Shear Along Axix YY of System (Ibs) Arpo = 0,9993 In^2 Ixx = 0.4740 In -4 GAP:= 0.7 Maximun GAP (in) Iyy = 1.3328 In^4 Jz = 18069 In^4 Pxy = -0,0000 In^4 rxx = 5 In tbase 8 Base Plate Tickness (in) ryy = 1, L154 1846 In Sxx max = 0,6319 in^3 Sxx min = 0.6319 in^3 Syy max = 0.6664 in^3 teel Plates Material Data: Syy min = 0.6664 ire^3 Fbs := 21600. Steel Allowable Bending Stress (psi) FvS := 14400.0 Steel Allowabel Shear Stress (psi) Weld Material Data: Fvw:= 21000.0 Weld Allowable Stress 0.30*Fu (psi) 17-229 17 of 25 Check, Vertical Plates Stress Vertical Plate Combined Section Data: Syyv .— 0.6 3 — Modulus of Section Axis YY of Vertical Plate (in ) Section Area of Vertical Plate ( in� Moment at Base of Vertical Plate : ev := GAP — tbase Myy.v := Vyy ev heck Bending Stress: MYy.v fbYY.V . SyyV BENDINGV :_ "N.G." "OK" if Fbs >_ fbYY.V heck Shear Stress : fv VyY YY -V, — AV SHEARV :="N.G." "OK" if Fvs >_ fvyY.v heck Combined Bending & Shear IE :_ �YY v + fvyY.v v Fbs Fvs COMBINEDV : N.G." "OK" if I >_ IEV 0000 .. 0000 0000.. .. ev = 0.63 in 0000.. 0000 . 0000 0000.. Myy.v = 1315.00 0:— in :. •.:. . .. •.0.•. . • • • • • • • .. • ..• . . • Ifb YY•V = 2087.30 psi BENDINGV =7T] fvyy.V = 2125.25 psi SHEARV = "OK" F70772717] 0.24 COMBINEDV = "OK" 17.229 18 of 25 0000.. 0000.. .0000. ••0.. ...0• 000.0. • Check Vertical Plates Welding Stress (Weld 1/4"min.) heck Shear Stress fvyy w VYY fvyy w = 2125.25 1 psi Ate, SHEAR:_ I "N.G." SHEAR, _ "OK" "OK" if Fvw >_ fvyy w heck Combined Bending &Shear fvw := jfvyy W2 + fbyy W2 fvw = 3381.36 COMBINED :_ "N.G." N COMBINED, _ "OK" "OK" if Fvw >_ fvw 17-229 19 of 25 3" Vertical Weld Section Data: o 0 Weld Modulus of Section Axis YY (in3) 0 0 1 ;- Area = 0,9911 In ^'2 Ixx = 0,5085 In'4 A� := 0.9 Weld Section Area (int) Iyy = 2,3243 in"4 Jz = 2.2329 In -4 Fxy = 0,273E In -4 rxx = 0.7163 in 0000 ryy = 1.5314 in .... • heck Bending Stress : Sxx rnln = 4.50@5 IM^� Syi r'�l'� I.1E2?•ln �, Sy}�' M04 1,1622 Ir'r3 MYY•v fb w'= fb = 2630.7.. ASYY-t �..... SYY�' ...... BENDING :_ "N.G." "OK" • • 0 • BENDINGv = • "OK" if Fv�, >_ fbyy �, heck Shear Stress fvyy w VYY fvyy w = 2125.25 1 psi Ate, SHEAR:_ I "N.G." SHEAR, _ "OK" "OK" if Fvw >_ fvyy w heck Combined Bending &Shear fvw := jfvyy W2 + fbyy W2 fvw = 3381.36 COMBINED :_ "N.G." N COMBINED, _ "OK" "OK" if Fvw >_ fvw 17-229 19 of 25 Check Base Plate Stress (Thick 1/4") Base Plate Section Data: Width of Plane of Failure of Base Plate (in) Heigth of Plane of Failure of Base Plate (in) hear Stress by Torsion Tplane• 3• C b — + 1.8•h) fvtorsionfvtorsion 2 h 2 2 torsion = 9823.05 psi 8 \b2) l2/ heck Direct Shear Stress fvshear 3 Vplane Psi fvshear = 1578.00 p 2•b•h heck Combined Stress fvtotal fvtorsion + fvshear fVtotal = 11401.05 psi STRESS :_ "N.G." ISTRESS = "OK" "OK" if Fvs > fi'total 17-229 20 of 25 otal Shear at Base Plate : "" 6996V VYY.••� ...... .. . •. ...... Vplane = 1052 1 . :....� .= vplane s ...... 2 ...... . . ..... otal Moment at Base Plate: .. .. . ..... . ...... .• . . . . ...... ...... �' Tplane .= Vplane- GAP Tplane = 789.0(' 1Ds — in• • • ; ' hear Stress by Torsion Tplane• 3• C b — + 1.8•h) fvtorsionfvtorsion 2 h 2 2 torsion = 9823.05 psi 8 \b2) l2/ heck Direct Shear Stress fvshear 3 Vplane Psi fvshear = 1578.00 p 2•b•h heck Combined Stress fvtotal fvtorsion + fvshear fVtotal = 11401.05 psi STRESS :_ "N.G." ISTRESS = "OK" "OK" if Fvs > fi'total 17-229 20 of 25 www.hilti.us Company: Specifier: Address: Phone I Fax: i E -Mail: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Geometry [in.] & Loading [lb, in.lb] Profis Anchor 2.4.1 Page: 1 Project: 17-229 storefront Sub -Project I Pos. No.: Date: 4/27/2017 Kwik Bolt 3 - SS 1/4 (1 1/2) v+ ut�t�Wi hef,act = 1.500 in., hoom = 1.750 in. AISI 304 ESR -2302 6/1/2012 112/1/2013 0 • • design method ACI 318-11 / Mech. • • • • ; • • �. eb = 0.000 in. (no stand-off); t = 0.500 in. • • • • • • • • • • Ix x ly x t = 5.000 in. x 11.500 in. x 0.500 in.; (Recommended plate thickness'" edIculated) • Rectangular HSS (AISC); (L x W x T) = 5.000 in. x2.000 in. x 0.250 in. • • • • • ; • • • ; uncracked concrete, 3000, f� = 3000 psi; h = 420.000 in. • • hammer drilled hole, installation condition: dry • • • • • • • • tension: condition B, shear: condition B; no supplemental splitting reinforZ prgsent • edge reinforcement: none or < No. 4 bar : • : • • Input data a,(� u is must be checked for agreement with the existing conditions and for plausibility! PROFIS Ingor% 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 21 of 25 www.hilti.us Profis Anchor 2.4.1 Company: - Page: 2 Specifier: Project: 17-229 storefront Address: Sub -Project I Pos. No.: Phone I Fax: Date: 4/27/2017 E -Mail: 2 Load case/Resulting anchor forces 01 Load case: Design loads Y Anchor reactions [lb] Tension force: (+Tension, -Compression) 2 Anchor Tension force Shear force Shear force x Shear force y 1 0 841 836 96 2 0 841 836 96 x 3 0 841 836 96 4 0 841 836 96 03 • • max. concrete compressive strain: [%] : • • • • • • . • • • : • max. concrete compressive stress: [psi] " ' ' "' • • • resulting tension force in (x/y)=(0.000/0.000): 0 [lb] • • • • • • • • 0 • • • • : • resulting compression force in (x/y)=(0.000/0.000): 0 [lb] • •8 • • • • • •••••• 3 Tension load ...... . . ..... Load Nue [lb] Capacity +N„ [lb] Utilization p = NYV�7y, • Stam.... • • • •. • Steel Strength* N/A N/A N/A N/A • Pullout Strength* N/A N/A N/A • N/64 Concrete Breakout Strength** N/A N/A N/A • • NV • • • • • • .anchor having the highest loading **anchor group (anchors intension) • • • • : • • • • : • • • • Input data a�1Q is must be checked for agreement with the existing conditions and for plausibility! 22 Of 25 PROFIS An -E O 20032009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: i E -Mail: 4 Shear load Itl ■I' Profis Anchor 2.4.1 Page: 3 Project: 17-229 storefront Sub -Project I Pos. No.: Date: 4/27/2017 *anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Load Vua [lb] Capacity }V„ [lb] Utilization P'✓ = Vua/+Vn Status Steel Strength* 841 1092 78 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength** 3366 5447 62 OK Concrete edge failure in direction x+** 3366 3943 86 OK *anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength • • • • AN, [in .2] AN.o [in .2] 111ec1,N 4/ec2,N Wed,N Wcp,N Nb [lb] 65.25 20.25 Vaa = ESR value refer to ICC -ES ESR -2302 1.000 1.000 1.000 2415 • • 0400 •••••• 0 Vsteel > Vua ACI 318-11 Table D.4.1.1 Vcpg [lb] • • • • ; • 0 • 7782 0.700 5447 • • a**:** • • • • • • • • • • Variables n Ase,y [in .2]ft. [psi] • • • • • • 1 0.02 115000 •••••• i•••i• • • •••• • ••••• Calculations • • •••••• • • ••••• Vsa(lb] • • •••••• 1680 •• •• • •••••• • Results • • • • • • • • •••••• Use [Ib] steel Vs. [Ib] Vua [Ib] • • •••••• • • • 1680 0.650 1092 841 • • • • • • • • • • •• • ••• • • • 4.2 Pryouut Strength • Vcpg = kcp [ (_ rN, ) Wec,N Wed,N Wc,N Wcp,N Nbl J ACI 318-11 Eq. (D-41) VoP9? Vua ACI 318-11 Table DA. 1.1 ANS see ACI 318-11, Part D.5.2.1, Fig. RD.5.2.1(b) ANop = 9 heq ACI 318-11 Eq. (D-5) 1 2 eN `- 1.0 Wec,N = (1 ACI 318-11 Eq. (D-8) + \ 3 hef/ Wed,N = 0.7 + 0.3 (C=min) < 1.0 ACI 318-11 Eq. (D-10) `1.5hef Wcp,N = MAX(O_min 1.5haf) 5 1.0 ACI 318-11 Eq. (D-12) cac cac Nb = ko ). � heir ACI 318-11 Eq. (D-6) Variables l4 "cP hef [In.] ec1,N [in.] ec2.N [in.] ca,min [in.] 1 1.500 0.000 0.000 4.000 Wc,N ca. [In.] kc k.a fc [psi] 1.000 3.000 24 1.000 3000 Calculations AN, [in .2] AN.o [in .2] 111ec1,N 4/ec2,N Wed,N Wcp,N Nb [lb] 65.25 20.25 1.000 1.000 1.000 1.000 2415 Results Vcpg [lb] mconaete Vcpg [lb] Vua [lb] 7782 0.700 5447 3366 Input data a� ri is must be checked for agreement with the existing conditions and for plausibility! 23 Of 25 PROFIS An d 20032009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: 4.3 Concrete edge failure in direction x+ Vcbg - (Av o/ yfec,V Yed,V yfc,V y1h,V Wparallel,V Vb ACI 318-11 Eq. (D-31) Vcbg? Vua ACI 318-11 Table DA. 1.1 Avc see ACI 318-11, Part D.6.2.1, Fig. RD.6.2.1(b) Avco = 4.5 c�1 ACI 318-11 Eq. (D-32) 1 • • • ylec,v = 1 1 + 2ev <_ 1.0 ACI 318-11 Eq. (D-36) 3ca1 wed,v wh,v Vb [lb] y ed,v = 0.7 + 0.3(1 a2., 1.0 ACI 318-11 Eq. (D-38) 1.5Ca1 1.000 1.000 2195 ym,V = 2 1.0 he ACI 318-11 Eq. (D-39) o.z -. Vb = (7 (d) C 0115 a ACI 318-11 Eq. (D-33) �■ 111111 Profis Anchor 2.4.1 Page: 4 Project: 17-229 storefront Sub -Project I Pos. No.: Date: 4/27/2017 Variables cal [in.] caz [in.] ecy [in.] yic,v ha [in.] 4.000 0.000 1.400 420.000 la (in.] da [In.] f. [psi] ylparallel,y 1.500 1.000 0.250 3000 1.000 • • •• • 0000•• • 0000•• •fY• • • 0000•• •• •• •••••• • • 5 Warnings 0000 • • 0000 • •• • 0000•• • 0000•• • To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used. The 4) factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard! • Hilti post -installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-11, Part D.9.1 Fastening meets the design criteria! Input data a ry�uJts must be checked for agreement with the existing conditions and for plausibility! 24 Of 25 PROAn 0 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 0000•• • 0000•• 0000•• 0000• • 0000• 0000•• • • • 0000•• 0000•• Calculations • • • Avc [in .2] Avco [in .2] Yec,V wed,v wh,v Vb [lb] 132.00 72.00 1.000 1.000 1.000 2195 Results Vcbg [lb] concrete Vcbg [lb] Vua [lb] 5633 0.700 3943 3366 5 Warnings 0000 • • 0000 • •• • 0000•• • 0000•• • To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used. The 4) factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard! • Hilti post -installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-11, Part D.9.1 Fastening meets the design criteria! Input data a ry�uJts must be checked for agreement with the existing conditions and for plausibility! 24 Of 25 PROAn 0 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 0000•• • 0000•• 0000•• 0000• • 0000• 0000•• • • • 0000•• 0000•• IIIII "" www.hilti.us Profis Anchor 2.4.1 Company: Page: 5 Specifier: Project: 17-229 storefront Address: Sub -Project I Pos. No.: Phone I Fax: I Date: 4/27/2017 E -Mail: 6 Installation data Anchor plate, steel: - Anchor type and diameter: Kwik Bolt 3 - SS, 1/4 (1 1/2) Profile: Rectangular HSS (AISC); 5.000 x 2.000 x 0.250 in. Installation torque: 48.000 in.lb Hole diameter in the fixture: df = 0.313 in. Hole diameter in the base material: 0.250 in. Plate thickness (input): 0.500 in. Hole depth in the base material: 2.000 in. Recommended plate thickness: not calculated Minimum thickness of the base material: 4.000 in. Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. Coordinates Anchor in. Anchor x 0 ul0 c.x c,x c -y c,y 1 0.000 5.000 o 0 cri N 2 0.000 2.000 r_ LID 4.000 3 0.000 -2.000 4.000 o O V 4 0.000 -5.000 4.000 4.000 o t` 0 O M Y�_ O lfl r O 2.500 2.500 Coordinates Anchor in. Anchor x y c.x c,x c -y c,y 1 0.000 5.000 4.000 4.000 2 0.000 2.000 4.000 4.000 3 0.000 -2.000 4.000 4.000 4 0.000 -5.000 4.000 4.000 -fix • • • 00 • 0000•• 0000 0000 0000•• •••• • 0000 • •••••• • 0000•• • • •009.0 90 Input data agnfjj is must be checked for agreement with the existing conditions and for plausibility! PROF IS AniVia20032009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 25 of 25 0000•• • • • 0000•• • 0000• •0000• • • • 0000•• I N 0 U 5_ R I E S STOREFRONT GLAZING DRAWINGS 9801 PARK LLC. - STOREFRONT SCOPE STOREFRONT FRAMING Miami Dade NOA No.: 14-0203.1 MODEL: Trulite "3000 Resistor" Aluminum Storefront/Window Wall System 9/16" Clear Tempered Laminated Glass LIMITS OF USE: Large and Small Missile Impact System STOREFRONT GLASS TYPE: 9/16" IMPACT GLASS TYPE C 1/4" H.S., 0.90 SENTRYGLAS INTERLAYER BY DUPONT, 1/4" H.S. NOTES: 1, QUANTITIES AND DIMENSIONS SHOW ON THE DRAWINGS ARE BASED ON THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS, 2. THESE SHOP DRAWINGS WHEN APPROVED CONSTITUTE YOUR AUTHORIZATION FOR US TO FABRICATE MATERIALS WITH SIZES AS SHOWN ON THESE DRAWINGS, WITH THE UNDERSTANDING THAT DIMENSION TOLERANCES ON THE STRUCTURE ARE WITHIN THE TOLERANCES AS PRESCRIBED BY AMERICAN CONCRETE INSTITUTE. 3, DIMENSIONS MUST BE SUPPLIED & VERIFIED BY GGD INDUSTRIES. 4, MANUFACTURER SHALL FIELD DIMENSION EACH ROUGH OPENING BEFORE FABRICATION. OF GLASS INDEX OF DRAWINGS SHEET DESCRIPTION CP SCOPE INFORMATION FLPN STOREFRONT FLOORPLAN ELEV STOREFRONT - FRONT/ENTRY ELEVATION DOOR DOOR SCHEDULE/DETAIL DIM STOREFRONT DIMENSION (TYP)IELEVATION DIM -1 STOREFRONT CONFIGURATION (FRAMEISTEEL) SEC STOREFRONT - SECTION/DETAIL CONN STOREFRONT - CONNECTION DETAILS CONN -1 STOREFRONT - CONNECTION DETAILS STRFNT STOREFRONT - SPECIFICATIONIAPPROVAL STRFNT-1 STOREFRONT - VERTICAL DETAILS STRFNT-2 STOREFRONT - HORIZONTAL DETAILS STRFNT-3 STOREFRONT - MULLION TYPE/DETAIL STRFNT-4 STOREFRONT - GLAZING TYPE/DETAIL STRFNT-5 STOREFRONT - ANCHOR TYPE/DETAIL STRFNT-6 STOREFRONT - ANCHOR TYPE/CONNECTION --------- - - ------ —. .. ................._......................_...._._..._--.............--------- SHOP DRAWING APPROVAL ,y � 5 RECEIVED ,�AY 0 MAY 112017 aiSF� R. LOP '0'NZx4 A. PA r;; Cp Lu -ac i N, E, let 5TRIEF-I 9801 NE 2ND AVENUE - STOREFRONT SCOPE Miami Dade NOA No.: 14-0203.01 Trulite"3000 Resistor"Aluminum Storefront/Window Wall System Trulite "3000 Resistor" System Glass Type C: 4/16"Tempered Laminated Glass Miami Dade NDA No.: 14-0225.02 Trulite Door System: 3S1 Series Outswing w/Transom "THE CUT77NG EDGE OF GLASS INNOVATION' i 9941 NW 86th Terrace DORAL, FL 33178 0 0 0 0 0 0 9801 PARKILC "0000 9801 NE 2nd Audraut Miami Shores, FL 33138 STOREFRONT FLOOR PLAN SHOP DRAWING APPROVAL `'t�SPRgCT1fR�h�if@UiRE1iEN OFRX;' Joe* $00 0*0*:* 00*000 WZ ?vukPAZ. iLZln-uuLtl ��° 000 00 SHOP DRAWING APPROVAL `'t�SPRgCT1fR�h�if@UiRE1iEN OFRX;' LOPE? 3i9 ?vukPAZ. iLZln-uuLtl ��° FLrvr N B sec SEC mimic I 'c i DRAWIN4- AI/M - STRFNT-I I '- STKFNT'-2/ DETAIL 0/15,l 1 .--------------------------- CONN `--------------__-----__-------- CONN A CONN A ELEVATION PLAN: NE 2ND AVENUE EtEv 9801 NE 2ND AVENUE - STOREFRONT SCOPE SCOPE OF Miami Dade NOA No -14-0203.01 Trulite "3000 Resistor" Aluminum Storefront/Window Wall System WORK: Trulite"3000 Resistor"System Glass Type C:9/16"TemperedLaminated Glass SEE TYP Miami Dade NOA No.: 14-0225.02 Trulite Door System: 351 Series OutswingwlTransom ELEVATION m y� ELEVATION PLAN: NE 98TH STREET 9801 NE 2ND AVENUE - STOREFRONT SCOPE Miami Dade NOA No.: 14-0203.01 Trulite "3000 Resistor" Aluminum Storefront/Window Wall System Trulite "3000 Resistor" System Glass Type C: 9116"Tempered Laminated Glass Miami Dade NOA No.: 14-0225.02 Trulite Door System: 351 Series Outswing w/Transom "THE G 1TT1NG EDGE OF GLASS INNOVATION" I N D U XS T R I E S 9941 NW 86th Terrace DORAL, FL 33178 9801 PARK• fir. • • • • • • • . . 9801 NE 2nd p nvi Miami Shares, FL 3.3138 STOREFRONT • • • BATH & BODY WORKS FRONT ELEVATION PLAN i SHOP DRAWING APPROVAL V 1%11 ,pg 1, EOKF °ice R pU1Fli >'4.0� rr 1(h `moo QR&6 R. t0 5939�J �QGONZ40 *i P FE' '41 *`OF�&HdI?QATlN%•* 6655 ELEV Urn I roper I I 1�ilrpai 10 mill 0'1�0111�1111 mimic I 'c i DRAWIN4- AI/M - STRFNT-I I '- STKFNT'-2/ DETAIL 0/15,l 1 .--------------------------- CONN `--------------__-----__-------- CONN A CONN A ELEVATION PLAN: NE 2ND AVENUE EtEv 9801 NE 2ND AVENUE - STOREFRONT SCOPE SCOPE OF Miami Dade NOA No -14-0203.01 Trulite "3000 Resistor" Aluminum Storefront/Window Wall System WORK: Trulite"3000 Resistor"System Glass Type C:9/16"TemperedLaminated Glass SEE TYP Miami Dade NOA No.: 14-0225.02 Trulite Door System: 351 Series OutswingwlTransom ELEVATION m y� ELEVATION PLAN: NE 98TH STREET 9801 NE 2ND AVENUE - STOREFRONT SCOPE Miami Dade NOA No.: 14-0203.01 Trulite "3000 Resistor" Aluminum Storefront/Window Wall System Trulite "3000 Resistor" System Glass Type C: 9116"Tempered Laminated Glass Miami Dade NOA No.: 14-0225.02 Trulite Door System: 351 Series Outswing w/Transom "THE G 1TT1NG EDGE OF GLASS INNOVATION" I N D U XS T R I E S 9941 NW 86th Terrace DORAL, FL 33178 9801 PARK• fir. • • • • • • • . . 9801 NE 2nd p nvi Miami Shares, FL 3.3138 STOREFRONT • • • BATH & BODY WORKS FRONT ELEVATION PLAN i SHOP DRAWING APPROVAL V 1%11 ,pg 1, EOKF °ice R pU1Fli >'4.0� rr 1(h `moo QR&6 R. t0 5939�J �QGONZ40 *i P FE' '41 *`OF�&HdI?QATlN%•* 6655 ELEV ll i SERIES 351 LARGE MISSILE IMPACT DOOR • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN COMPLY WITH THE REQUIREMENTS OF THE FLORIDA THESE DETAILS ARE NOT PART OF THIS APPROVAL, BUILDING CODE 2014 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, • DOORS ARE RATED LARGE MISSILE IMPACT. SHUTTERS OR EXTERNAL PROTECTION DEVICES IS NOT REOUIRED. • ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0,5, SHALL BE LESS THAN OR EOUAL TO MAX. DESIGN LOAD IN THE DOCUMENT. • MATERIALS INCLUDING BUT NOT LIMITED TO STEELIMETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2014 FLORIDA BUILDING CODE SECTION AS APPLICABLE. • FOR WATER INFILTRATION RATINGS, SEE LIMITATION ON • ANCHORS SHALT SHEET 4 & 5. DETAILS. ANCt SHALL BE BEY( • 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, TO BE REVIEWED BY BUILDING OFFICIAL, A DOOR TYPE/INFO. DOOR j 9801 NE 2nd Avenue - STOREFRONT SCC T3' MAX. TYP. 15' MAX SILL CORNERS TYP. SILL CHART 1 NUMBER OF ANCHORS AT MEETING STILE HEAD ANCHOR TYPE e RS 4/4w& SHIM SHIM A 4 5 B 3 5 C 3 5 TYPE B. 1/4• DIA, ULTRACON (Fu=177 ksi Fy=120 ksi) OR 114" DIA, TAPCON {FU=120 ksi Fy=92 ksi} • DIRECTLY INTO CONCRETE 1-1/4' MIN. EMBED @ HEAD/SILL 1-114` MIN. EMBED INTO CONC.IMASONRY @ JAMB B ANCHOR TYPE/DETAIL DOOQ 9801 NE 2nd Avenue - STOREFRONT SCOPE 'THE CUTTING EDGE OF GLASS INNOVATION' a _i 0100 L 00 00 !. - T.._......�........_._............_._. MAX. DESIGN LOAD + 7+0* PSF 70 PSF OUTSWING SINGLE [BOOR ELEVATION *SEE SHEET" 4 & 5 FOR WATER RATING C DOOR ELEVATION/DETAIL 0008 9801 NE 2nd Avenue - STOREFRONT SCOPE 9941 NW 86th Terrace DORAL, FL 33178 • •• 0000•• • • • • • • • • • • • ■ 9801 PARKORC.:..:. 0000•• :.:..: 9941 NW 86th Terrace DORAL, FL 33178 • •• 0000•• • • • • • • • • • • • 0-0-0-0-•-•- • 0000•• 9801 PARKORC.:..:. 0000•• :.:..: 000000 . 9801 NE 2nd Ayh4e 0 0000. ••• 0000.. Miami Shores, FIc•38438 • • •.: DOOR SCHEDULE BATH & BOGY WORKS DOOR/DOOR HARDWARE ^ SHOP DRAWING APPROVAL .,�1�1°±Errrrr ,••� �'��p'PI;AY;I���b€ �9�FOR �►KUCi •'� �, S t� B�bOii�YEliy'6yLY y C •• 5 i n minis • II I III TYP ELEVATION ANCHOR SYSTEM: A4 TOP CONNECTION BOTTOM CONNECTION 3"Lllt3/4o OPENING TYPE (8): Directly into Concrete or Masonry OPENING TYPE (B): Directly into Concrete or Masonry s 3000 PSI MINIMUM 3000 PSI MINIMUM FASTENER TYPE: 1/4" DIA. Ultracon By "ELCO: (Fu 177 KSI, F7=155 KSI FASTENER TYPE: 114" DIA. Ultracon By "ELCO: (Fu 177 KSI, F7=155 KSI ......._ MIN. EMBED: 1-5/8" MIN. EMBED: 1-5/8" 13/4' MIN. EDGE DIST.: 2-112" MIN. EDGE DIST.: 2-1/2" A A FRAME ELEVATION: FIXED PANELS (TYP) PIM 9801 NE 2ND AVENUE - FIXED PANEL CONNECTION TO DOOR Miami Dade NOA No.: 14-0203.01 Trulite "3000 Resistor" Aluminum Storefront/Window Wali System Trulite"3000 Resistor"System Glass Type C: 9/16"Tempered Laminated Glass Miami Dade NOA No.: 14-0225.02 Trulite Door System: 351 Series Outswing w/Transom 'THF CUTTING EDGE OF GLASS INNOVATION' S T R I E S 9941 NW 86th Terrace DORAL, FL 33178 9000*0 9801 PARI -11C. 9..999 9801 NE 2nd Awbaue Miami Shares, FL 33138 TYPICAL ELEVATION FIXED PANEL ELEVATION _..__._._...__.._______.____._____.._ ---- --- SHOP DRAWING APPROVAL SHOP D.RA'I'K^ ECK�,F` STRUCTU� Rk� lee .:Y p T•• 115SO.10PEZ, PE Lic 2399' ^ )KIALO A: •PAZ, PE -60734) L% AU1021TION n , S� 'ter • • • 9999. \c 4 i. __, •:; 1 0001 9999.. 9999.. 9999.. 9999. 9999. 9999.. 9999.. 9999.. C i 'THE CUTTING EDGE OF GLASS INNOVATION' FRAME ELEVATION: FIXED PANELS AND DOOR I 9801 NE 2ND AVENUE - FIXED PANEL CONNECTION TO DOOR Miami Dade NOA No.: 14-0203.01 Trulite "3000 Resistor" Aluminum Storefront/Window Wail System Trulite "3000 Resistor" System Glass Type C: 9/16'Tempered Laminated Glass Miami Dade NOA No.: 14.0225.02 Trulite Door System: 351 Series Outswing w/Transom a Lw 11 T R I E S 9941 NW 86th Terrace9801 CONFIGURATION ELEVATION DORAL, FL 33178 0000 6 .. 66,66 •• 06.0.0 0000.. 0000.. 0000 1 9801 NE 2nd Avernie :•, •••••• j Miami Shores, F•SRt38 SHOP DRAWING APPROVAL SHOP i-zS G sok' • • . 60,'., STRULYU�tQI • cNTS OSY tic LIRAISSA:R, LOPEZt ( ❑GONZALO� P {tit '1•60j34• ++ CERT. OF Awn TION 26655 ���+ ........... ......... 0000._ ........ .E..fl.f.l..t..1yt _..........�.. DIM -1 0 6 , , 66 ,6 .. 6 6 0000.. .. TOPICAL ELEVATION 0 SHOP DRAWING APPROVAL SHOP i-zS G sok' • • . 60,'., STRULYU�tQI • cNTS OSY tic LIRAISSA:R, LOPEZt ( ❑GONZALO� P {tit '1•60j34• ++ CERT. OF Awn TION 26655 ���+ ........... ......... 0000._ ........ .E..fl.f.l..t..1yt _..........�.. DIM -1 17 A� SECTION: FIXED PANEL 5EC 9801 NE 2ND AVENUE- STOREFRONT SCOPE Miami Dade NOA No.: 14-0203.01 Trulite'3000 Resistor' Aluminum Storefront/Window Wail System Trulite "3000 Resistor' System Glass Type C: 9/18"Tempered Laminated Glass Miami Dade NOA No.: 14-0225.02 Truiite Door System: 351 Series Outswing w/Transom "THE CUM EDGE OF GLASS INNOVATION' 9801 NE 2ND AVENUE - STOREFRONT SCOPE Miami Dade NOA No.: 14-0203.01 Truiite "3000 Resistor" Aluminum Storefront/Window Wali System Truiite "3000 Resistor' System Glass Type C: 9/18"Tempered Laminated Glass Miami Dade NOA No.: 14-0225.02 Trulite Door System: 351 Series Outswing w/Transom 9941 NW 86th Terrace DORAL, FL 33178 j0000.. 9801 NE 2nd'Rv�iiue ' Miami Shares, I;L�3� 38 STQREFRQNT STOREFRONT SECTION 3 SHOP D"RA APPROVAL NECKED 8Q EQUIR[$ENT NLS'. :o yajk �� •. - 13 SSA k 4AP/[Z,, �P(E � 0 I* J;)LO re, +E• 0c'No 07 I" CERT. OFiAi HOdIIA�O� 0. 6jSEC 0000.. . .. . 0000., 0000.. 9801 PARK0102 .. 0000. .. . 000,0 .00000 ...... 0000.. 09 3 SHOP D"RA APPROVAL NECKED 8Q EQUIR[$ENT NLS'. :o yajk �� •. - 13 SSA k 4AP/[Z,, �P(E � 0 I* J;)LO re, +E• 0c'No 07 I" CERT. OFiAi HOdIIA�O� 0. 6jSEC WOOD SUCK FILLER 3!8'rAAX' OPTIONAL , SHIMS ACE 0Y a1t1ERS f !l 1 F 1 ��! 1114" LEAF WIDTH 2 MIN. (SEE ELEVATIONS) D.L.O. ` 3 . 010.24X1 ' P .AAS 4' .\ ♦ l FROM END 012' O.C. TYP. ♦ ♦ 5 TYPICAL ANCHOR(SEE SifEET 3) v SEE ELEVATION FOR SPACING » AHT It ♦ _ (SEE CHART 1 ON SHEET 1) ' "N IN.. 14 6 G1 __..�_ _._ .......................... \\♦ Va 6 6 io W a•. 00 D.L. aPG................ V' , z°2 ; . O p �y - 3r' - 18 THREADED ROD TYP. SILICONE SEALANT Wr INACTIVE DO VI CaRMUG 700 OR EQUAL. 1 32 -. RECOMMENDED SEALANT DEPTH i) SHALL RE RAU THE SEALANT MOTH. 9801 NE 2ND AVENUE - FIXED PANEL TO CONCRETE JAMB Miami Dade NOA No.: 14-0203.01 Trulite'3000 Resistor' Aluminum Starefront/Window Wail System Trulite'3000 Resistor' System Glass Type C: 9/16"Tempered Laminated Glass Miami Dade NOA No.- 14-0225.02 Trulite Door System: 351 Series Outswing w/Transom ELEVATION PLAN: DOOR TO JAMB 9801 NE 2ND AVENUE - DOOR TO CONCRETE JAMB Miami Dade NOA No.: 14-0203.01 Trulite'3000 Resistor" Aluminum Storefront/Window Wail System Trulite'3000 Resistor' System Glass Type C: 9/16"Tempered Laminated Glass Miami Dade NOA No.: 14-0225.02 Trulite Door System: 351 Series Outswing w/Transom _} -THE CUT77NG EDGE OF GLASS INNOVATION- '21 [oil a 01+'E$. MAON 81 1191MA r i I I'N S T R I E S D U� 9941 NW 86th Terrace DORAL, FL 33178 9801 PARIt34C. ;004 •• :9801 • MiamiNE 2nd 1 y y1 8 • Mfami Shores, 1L� STOREFRONT PANEL/DOOR.: CONNECTIONS I ENLARGED SECTION CONNECTION SHOP DRAWING APPROVAL CHECKI '?G� REOTZE EN'S ONL'f.* 1 w • `Y y zQ�� r• � IV �G []RAISS��LD PE (lic kp-!4 ❑GONIAL A. 0A,i�,y'�PP (Lic No 0734. CERT. Of�A ; idUTION No:26li CONN 22313 HEA, Q NNOUNMEMEM 9801 NE 2ND AVENUE -STOREFRONT SCOPE Miami Dade NOA No.: 14-0203.01 Trulite "3000 Resistor' Aluminum Storefront/Window Wali System Trulite "3000 Resistor" System Glass Type C- 9/16'Tempered Laminated Glass Miami Dade NOA No.: 14-0225.02 Trulite Door System: 351 Series Outswing w/Transom .JI_j 'THE CUTTING EDGE OF GLASS INNOVATION' CONNECTION : DOOR @ SILL 9801 NE 2ND AVENUE -STOREFRONT SCOPE Miami Dade NOA No.- 14-0203.01 Trulite'3000 Resistor' Aluminum Storefront/Window Wali System Trulite'3000 Resistor" System Glass Type C: 9/16"Tempered Laminated Glass Miami Dade NOA No.. 14-0225.02 Trulite Door System: 351 Series Outswing w/Transom I N D U 5 T R I E 5 9941 NW 86th Terrace DORAL, FL 33178 . 0000 0000 0 1 0 0000.. .000.0 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. MIAM111,11)ADE NUANti-RADE COUNW PRODUCT CONTROL SFCr#(XN DEPARTMENT OF REGULATORY AND FCONOMIC RFSOURCVS (RFR) 11805 IM 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DIVLSION T(786)315-7590 NOTICE OF ACCEPTANCE Trulite Glass & Aluminum Solutions, I.LC 800 Fairway Drive, Suite 200 Deerfield Beach, FL 33441 SCOPE: This NOA is being issued under the applicable rules and regulations governing tile use of construction materials. 'Me documentation submitted lots been reviewed and Accepted by Miami-Dadc County ICER - Product Control Sc0ion to be used in Miami Dade County and other Areas where alknved by the Authority Having Jurisdiction (At U). This NOA shall not be valid after the expiration date stated below, *Me Miami -Dade County Product Control Section (in Miami Dade County) and/or the At It (in areas other than Miami Dade County) reserve lite right to have this product or material tested for quality assuraocc purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense, of such testing and tile At U rilay immediately revoke, modify, or suspend the use of such product or material within theirjurisdictiom Fj3k 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 or the upplicaWie building code. This product is approved m described herein, mid has been designed to comply with site Florida Building Code, inchulinA tile High Velocity Hurricane Zone. DESCRHTION:Skries 1113000-Rexlstorl Aluminum SlorefrouttWindow Willil System LM.I. APPROVAL DOCLYME NT. Drowiag No. ADI 1-20, titled "Resistor 3000 Alurninum Storefront Wall - lAll",,sheets 1 through I I or 11, dated 09122111, with revision 41 dated 03114/14, prepared by MCY Engineering, Inc., signed and sealed by Yiping Won& 11Y., hearing the Sliatai-Dade County Product Conlrol Revision slarnp with the Notice! of Acceptance number and expiration date by thC,\1i0mi-Dad0 County product Central Section. MISSlIX IMPAcr RATING- 1,arge and Small Missile Impact Res6taut 1,ARELING. Fach unit shall licar a pernlanort label with tile immufactovers name or logo, city, slate, racidellwios, sixi following statement-. "'Miami -Dade County Product Control Approved", unless olhcnvisc noted herein. RENENVAL of this NOA shall be considered after a mcbsal application has been filed and there Itis been no change in the applicable building codc negatively affiecting the perfornianoe ofthis product. TERNILINATION of this NOA will oceur filter lite expiration date or if there has been u revision or change in tile materials, use, andfor manufacture of the product or process. Misuse of this NOA as an ondorstment or Any product, for sates, advertising or any other purposes shall autontatically terminate this NOA. Failure 'to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISFAIENT- The NOA nualber preceded by tho words, Mismi-Dade County, Illorida, and r(illowcti by the expiration date may be displayed in adveiiising literature. If any portion of the NOA is di -played, then it shall be done in its cntircty. INSPF,CTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors aild shall be Available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOAH 11-1111.03 and consists; of this page I and evidence pages R-1, E-2 and t's_3, as well as approval document mentioned above. The submitted documentation was, vevicwed by Manuct Perez, P.C. NOA No. 14-0203.91 Expiration Date. March 18,2019 Approval Date: March 20,2014 Page 1 MIAMW�AIX NIIAAII-DADI*� COUNTY mom) PRODUCT CONIM01. SEC710IN I IN) SIV 26 'A"vL Rvm 2M DEPAUTAWAT OF REULATORV AN D YCONON1 IC RfSOtiRCFA (HER) htsoil, 11000* 1) l7$4474 BOARD AND CODY ADaH NK17RATION Ill VISION 1,00031145wi FC G)1i5.23Y3 NOTICE OF AccuiyrNC A E 'A1am_h,tu_m ...Solution, I.LC' $no Fairway Drive, Suite 0 200 Deertiv4d Reach, F133441 scopf'.. This NOA is king issued under the applicable rules and regulations governing lite use of construction tuateri3ts. Thr dMinntruation,,mlimittcd has been reviewed ar-W Accepted by Minini-Dade County REE -Product Control Section to be used in Miami Dade County And othcr areas where silawrd by the Atallority Having Jurisdiction (At U), 'this NOA shall not be valid after Use expiration date stated Wow. The Miami -Dada County Product Control Section (in Miami Daik CAmnly) noNor the AHJ (in mess other than; Miami Dade County) lesorvts the light to have this luvaloct C,- "later ill tcsacd rot quality usiumtice purposes. ir this product or material raug to perforn, 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 malciial within theis jutisdiciion. RK reserves the :ight to revoke this accrpmoccif it is doicirmined by Miami -bade County Viodaci Council S"licio that this product or Inalorial fails to meter the requirements of the applicable building code. Tb6;wo<hbct is approved as described twitio, and has been desigi,,ed to comply with the Florida hoiliiing Code, inchuting the High Velocity 1-baricane Zzne. DFSCRIPTION. "351 Seri"" Ontswing Aluminum Futrunce Door wAvo Tmailons -1-Mi APPROVAL DOCUMENT; Drawing Noe AD -15423, titled "351 'Series Aluln Oatswing Door wAvo Traursurn-L.M. Impact", sheets I through I I of' 11, Led RIN 02, 2015, pirpred ,signed and scaled by Yiping Wing, KE_ bcm;ng the Miami -bade County Prod= Control Approval stainp with thc Noice ofAccctutalicc number and ai ptova: date by the Miami-Dadc corny Fredmi: Cootm! Section. Missi i.F IMPACT RATING: Iarge slid Small Impact Limitations: I. applicable 1)(K)r Design lllvs'Alm, anchors & hardwart options in %heet 1 arai water limi"Atiom in sheet J&!. 2. Sec applicable Door lvi Tnulsom'-, Design pl",ure (Dp), anclux. & hardware Options in sheets I. When (I Amoni d*tai*, Ii; the was frialic height allowed is 120"inelludiag Max, 24" Transom, The tiaoscan glaring adapter itelin 017 tar J436 to be secured with * l2 SMS screws At 12" OC max, 3. 1,ovmr DP shall control, when doors tramkoai is mulled to Storefront (under Sep mic approval). Full lcogri Steel reinforcement is required, the tributary load, the mullion end Anchors to be r,-vicwVd by Bid& official. LAUFUX(.. Sncl+: "nit sha:l bear a pennantill 144-1 with the rrurattfAGturds a "muc or logo, city, state ilmi series And following aatcaxnt� "Munni-Dadc County product Control Approved", unless otherwise nixed ficivin. RFNPWAI,orthis, NOA -,hall be comilicird After a antral application has been tiled and there has been no change in the Applicable W:kliog code negatively affecting the lwi Cotmaucc of this pledum TrItIvIINATION ofthis NOA will occur after the expiration (lax or iflitcre has been a revision ol Change in 00 nuiteriak, Use. "ne"or manufacture of the product or piecc5s. Misuse of this NOA as an crulmscumit of any product. fel sales, advertising or ally ellser purposes shall automatically tcarinalc this NOA. Failure to carnply with any swical of this NOA shall becintse to: termination aird icuu),val of NOA. ADVERTISEMENT: 'nit, NOA inunbvr pmcixled by the words Miami -Dade Coolly, Florida, And followrd by the expiration data may he displayed in Advertising literature. It'any portion of the NOA is displayed, then it shall bo done in its entirely, INSPECTION: A copy ofthis entire NOA shall be provided to the user by the manuixturcr or its distributors and shall he available Rk inipeclionat dc job &iwat the request ofthe Building Official, Thii NOA comisis of this page I and evidence leases � 1, fts well as approval doculood men( kxwdabove. The subirilled was revictvcd by Ishaq 1. Chandra,111i NOA No, 14.0=1,02 Expirallon Date. June 04, 2020 ,�k ApprovolUate: Jane Q4,2015 Page I STOREFRONT SYSTEM - LARGE/SMALL IMPACT RATED BATH & BODY WORKS - STOREFRONT SCOPE Miami Dade NOA No.: 14-0203.01 Trulite'3000 Resistor' Aluminum Storefront/Window Wall System Trulite'3000 Resistor' System Glass Type C, 9/16'Tempered Laminated Glass Miami Dade NOA No.: 14-0225.02 Trullte Door System: 3S1 Series Outswing w/Transom 'THE CUTTfNG EDGE OF GLASS INNOVATION' K4 = z. w 0 101 tz.' uATA e 0 1 lei Law.' I I I I 9941 NW 86th Terrace DORAL, FL 3317�-. ............ 9801 PARK 11C. i; * 9801 NE 2nd AV nue : Miami Shores, FL 331 08 :000 0: STOREFRONT APPROVAL SHOP DRAVJNG APRO AL pa d FOR RE911 MDkLy A -nMLY Z t � R. LOPEZ, E NoZp .A. PAZ PE Ltc ,M . STRFNT 9 0 .q C4 W z » Rt' O W4 O W O u i „s TYPiCAfSEE EIEC! I m 4 101 ] 4 , m SIX- olvB fog sr-AVNG , I BY OR ltrr WOOD DOCKS e ,r Eli�i _... ml1 Mill tYPX:Ai. At:CtlOtt5 'SEE ELEY. TOR SPkGm, frt"E Ot5'f11.'CE F.Wr 0 5TOACE - KETAI, SITIO URE H TYP�A�I; taRz j�uvx_tuarr� cota.� J.r'a'T$7."f:(>--==-4 � I Ste SEPuWA I I� E�D—GE--0••15TAOMC � 1 TYPICAL AWHOAS SSC Et.GY, FOR SpAmr PRODUCT MAY BE INSTALLED INSIDE OR TYGCAL ANCHORS /-SEE ELEV.fOR SPA%1' .ft .t 6 now aucKs AND YETA; Sr€.'L lvacs HOT of Muir .. Ftif''T 52YSraU, LOADS WWI) IV OIAMC SYSTEM ANO TR1.h'SF"ER t7 :U TO ntE fA:tR.CM SIRWITURE. TYPICAL ANCHORS: $,E£ ELLVATIrfNS FOR.1 Gi f' IY ?E T+%&OSt_iT1f .'Et CQ (Fu 177 I(ST, rya 155 RSi) INTO 2SY tY0O0 H4JGK5 OR WOOD SIRUCIVRES 1-3/8- MIN. I'ENURATION WTO WOOD INTO CONCH i{iRU WOOD SUCKS INTO CONIC; OR 1A.A^cON Y 1-1/4' IAN, EMBED INTO CONC. T.YPE..'fi: 044-ULTR8CCtti„ @Y_ *cLCS (fs i "7'! 1CST 1 y i aei KSI) DIRRM INTO CONCRUTr OR MASONW 1-5/S' MiN: EuBEI) iNIO CONCRETI OR WS'ONRY. TYPE < s -t o 1 2 QRS) IWO MWA.a-OADE COUN1 T`Y APPROvt:A ULL"S (1/8° THK. MIN.) INTO METAL STRUCtORE, STftl. 12 W, MIN. (fy - 36 KS1 MIN.) AWMItitJM : 1/8" IHXC MIN. (6063-T5 I.Rh.) (.STEEL IN CONTACT VIMi ALIIMINUY TO W PtATEO OR PLANTED) TYPICAL EDGE DISTANCE INtO CONDWTE AM MASONRY - 2-1/2' MW. INTO WOOD SMUCIL9tF I” LAIN. INTO UVAL STRMTVRE - 4/4' MUIT COUCKSE f'C - 3= PSI ARIL. C-90 Ht LLOTt/FLIED BLOCK ('m - 21740 1'S'k MIN SEALANTS: GTA204 BEAD At fkAVE SAL SEAUD TO GLASS W3H S!I X'O F GWIN3 OPTIORS 6A. bit OR 6C. rRAtAC coRwRB SrotlED WTIN DON CORNIXM 999 OP` E"L CONI'ATOLE, GLAZED STOREFRONT SYSTEM - VERTICAL DETAILS BATH & BODY WORKS - STOREFRONT SCOPE Miami Dade NOA No.: 14-0203.01 Trulite "3000 Resistor" Aluminum Storefront/Window Wali System Tru lite'3000 Resistor' System Glass Type C: 9/16"Tempered Laminated Glass Miami Dade NOA No.: 14-0225.02 Trulite Door System: 351 Series Outswing w/Transom -1Prulit a,shtuwrcuuvacmaks- �Yittil' W tY.1N1341. tQfiM 60D FAit1wAY iMt14E. S1etn 2a0 DEERFIELD o£ACti, FL 33441 pW0432,61121104:tP 4003 PRCOUCI: Resistor 3000 ALUMINUM STOREFRONT WALL -1-W OResistoi Oe40ucT e•ttre• I RoY.113.1434ANPOATE TO 2010 FOCI MGY ENGINEERING, INC.. L? .I ctrs;�:ss cc1• :la.���: 8501 SW 124TH AVT°. M. 206A 14104, FL 33163 P:(3m)271-0117 ina17�Y.k,q'vouaiep�t,6M STAMP"i`�a T 41MAR 14 2014 STATE r,)Fi 'rrij7rt1NA111#110"t t`. 11 PRODUCT COQtTR13. APPROVAL: T'It0DUCT ItLVISED as to:i'Pivtn 1M{�1T14TU6 114414iu l Coco Ati't<1klAutr No e,,O atio. we uy Ai t#firPr &KACon of DRA'tiat:S.L. ORA1Y.t8» No: DATE: 9 �2Yt1 9 OF 11 awwc: Aar1-24 R 9941 NW 86th Terrace 'DRAWI#+ S T R I E S 9941 NW 86th Terrace 'DRAWI#+ . • • DORAL, FL V17.R. "'� ;r :1 y �h v h•T o ` _ bRA153A�R.Jm , ��Ls� 59 G94;j�►� A. PIQ; fE't>� 407 ATION X653 STRFNT-1 9801 PARK tii �. •: 9801 NE 2nd Avenue' • • • • • Miami Shares, FL 33 0900 �00 • 0 1 •• • STOREFRONT APPROVAL .....__.......... __ ...._.____........... SHOP Q?j4PPROVAL 6 'DRAWI#+ R=,$;iOP.DR�INGS CNECKED'fDR'f p -TRU4� li At IUIREMENTS OIII�( :1 y �h v h•T o ` _ bRA153A�R.Jm , ��Ls� 59 G94;j�►� A. PIQ; fE't>� 407 ATION X653 STRFNT-1 *THE CUTTING EDGE OF GLASS'INNOVATION' r�[O� R���:�►}i��►��IiC��Y :w� 4 �. s rA M IRAW — ' ffEK#tT UPN, AtlaK,,,. m- s1+6 i f2` 114" 112- ro PLAY., FRANC LM. VAP AT co Fr. I i t r ALTFJMTE SEALNITS AT .tdJ,4TP GWS CAN 8L DUS"ED UY r WINLCR Of WCOiW VA,EO ON UANUFACTUMR C%X i.1e'NM EXTr;RIOR OR ZNTF;RIOR W-154 0 0lNt6,tHfAD� tuCN. #TO --14 ►4eAW-^Il4rc COLN''rY AT T2' 0.G ------------ APPROVED VOW W '1101. -------- � .sr.r srpAPh1E Pion roR ♦ tXWhtR_ptDX COUNTY oOOR RATWO AND CEIMYS `♦ ♦ APPRO40 DOOR eY tRL111L` ♦ ♦ Srr MARX mm fOR RAT DOOR RNC MD DE NLS t � -w a t...... ---- w-__ww_- ___ - ♦ i ��., w.,4 t i i Y_'___0000--------- .._ __ "__"' ♦ 0„000.., 0,000. ..._w -------------- sl ( t9 t 4 yt 7_ _. f t r-�1.-- _ _ _------w- -_... ww UN. 12-24 Std,• --1 w.kL I2-24 LCNO 3 h1KtS 10N. 3 P STOREFRONT SYSTEM - HORIZONTAL DETAILS BATH & BODY WORKS - STOREFRONT SCOPE Miami Dade NOA No.: 14-0203.01 Trulite "3000 Resistor" Aluminum Storefront/Window Wall System Trulite'3000 Resistor" System Glass Type C. 9/16'Tempered Laminated Glass Miami Dade NOA No.: 14-0225.02 Trulite Door System: 3S1 Series Outswing wlrransom 'THE CUTnNG EDGE OF GILASS INNOVATION* RE[Ts 1 Tru ire Ot asffi s A W t�tC Ai ao:tires« ECO FAMWAY ORNE, WU 200 OCETtriEW OLACN. FL 303441 P. 6*432.0 32 It. Es4.724'=3 PRODUCT: Resistor 3000 ALUMINUM STOREFRONT WALL-LMI Resistor $1"001001 6[Rtt:s 1*4v.1 13.14.141ikOME TO 2010 rutl U444LUt MAT MOY ENGINEERlNO, IMC _e�a;2«;c tai♦s:ts6♦ 6401 SW 124TH AVE. 91 C. A05A A"MI, Ft 33103 P: (306)21t,011T E^w4:.NCr�PD>KtatC wwxASCt.iwmm SUMP: ,1Slt"- ` %.55873 No RAR 14 2014 Pelt CONTROL APPROVAL: t1H0D1x r RC-v15CD e±; owipl3inr %viththt pwisia 11vi ,tette Carder Az"ftnro N0 tuaprt�%0 Rate ;,023` ZLr` i Mt�i�rn��t D�InA S.C. ORAmxC N0; ttATr: a. z .ti 10 OF 11 M'. AW I -20 12 01IArAWMAQ0FLOMM:I N 0 U 5 T R I E S 9941 NW 86th Terrace • • • • DORAL, FL V17.8. STOREFRONT APPROVAL SH©P. ,01kA"Wh 1tN. ' ' Afa$ OVAL •___000.0__—._!�,___-_........�.; SH�p�RA,�NGS CHECKED*f9R S�R�1CfiURAYjREOWREYENTS OPkYC' o RAA -�-Ir GREZ. ib 93�c' cr0' Z�tl. PA UcLNq'4734) I CERT. C1��jThos^IiATd+3!►1�� 26555 I STRFNT-2 0000.. • 0000.. 0000.. •••••• • •e.. 9801 PARK tit 9801 NE 2nd Avenue: • • • • • Miami Shores, FL 331.38 •• • . • • ( STOREFRONT APPROVAL SH©P. ,01kA"Wh 1tN. ' ' Afa$ OVAL •___000.0__—._!�,___-_........�.; SH�p�RA,�NGS CHECKED*f9R S�R�1CfiURAYjREOWREYENTS OPkYC' o RAA -�-Ir GREZ. ib 93�c' cr0' Z�tl. PA UcLNq'4734) I CERT. C1��jThos^IiATd+3!►1�� 26555 I STRFNT-2 0000.. • 0000.. 0000.. TMULLION iali CAPACITY - PSFw WITHOUT INTERMEDIATE HORIZONTALS WITHOUT WITH NOMINAL DIM& BUINFORCINO RPINFORCIXC VEDT14 (W) FFAVEXr.141 I.AQ#•) f IML(-) £XL(*) f INT.(--) . 24' E7CY.{4) j IhJs,{-) 87.5 500.0.. 30` 96,7 67.5 100.0 aRT.CD orr�Oi,IZAL'ON 400.0 36" g7. 100.0 42• 42'198" 48'� 51.0 100.0 ._._.1=0 67.5 Irmo 414. 117,5 IC0.0 {{�1' 38'? _ 87.5 soq.a sa' 7 72` 24' �T.s _ ....... 77.7 24' 39' 100.0 87$ 10010 30" ' 36" 42' 87.5 100.4 sx.s - 100.0 42' 38.4 815 100.0 48' r14^ 87.5 100.0 54' 60' 24' _ 8310 100.0 66, �i. .....,_ 100.0 72` 36" 78.5 100.0 24" 8.fi 4 87.5 100.0 07.51003? _ 3tt' _ _ ac• 54' 87.5 t:O 8? $ 103.0 42' r 27.2 4$` 90 '8L7 -100.;- __...-100.0 54* 75,0__ 100.9 ---70A 3 100.0 66' 72' - 01.11 - 109.0 " 8?.5 100.0 87.5 100.0 84.4 too.0 7Sg 100.0 424, 116' 100.0 011.7 100.0 53.2 I MUM A7.5 100.0 a0' 82.11I00.0 _._ 011• _.4.8 -100.0 _.- 01.0 100.0 42" 48' 102' a4.6 41X1.0 49.8 ... 100.0 54' 6040.1 'OS.4 , ---- 66' m 43.3 90.0 72` LOAD CAPACITY ^- TSF WITHOUT INTERMEDIATE HORtZONTAtS q4h' RI-WAi EO fOR � ST@ETP7l1RAt�'REOUiREYEttfS•�N{t4�' WITHOUT um NOMINAL DIMS. RRINFORCI_NC RMNPORCINC 1140TH {W} NE1t 4I E7CY.{4) j IhJs,{-) SXT,{•4} f lttY.iw} 24` 96,7 1000 0 aRT.CD orr�Oi,IZAL'ON �: 36" S&S 100,0 ....... 42'198" 48'� 51.0 100.0 5 94,7 54' 414. 06.1.. 60" 38'? 79.5 86'35 7 74.3 24' _ ....... 77.7 100.0 39' 58:7 101.9 49.6 109.0 ' 42' 114' 431 ftl? 4$" 38.4 79.8 72.4 54,. 24' 62.7 100.0 36" 42Z iY6.9 8.fi 4 78.5 42' 120' 48'_12,7 _ _ 0.0 54' 29.6.... 61.5 60' r 27.2 56<5 z W1 multi (W) _= WI (,IAVO) It et^a Ss^a x tv-4 Sx or s � cO117S "03105"" T"�IXULC1419 1:81J6 PRA#6 DAUB TIMRMIDIATF DOOR HOUJ N MULUON WITHOUT REINFORCING �,_1�fx Y"4 Sx rt'3. 0717 .3.7792 FRAME JAKE DOOR k4tULUGN 4LIx 4Sx ex"#"1 ALt7ik W6 it. 1:7730 II4'MR1180IA'TE MULLION wiD1i4 (W) = -1t1 i W2 2 �SiEf' ,S: A++tllt!{3^ T.t)A+E> "CA�'F�CST{ES STOREFRONT SYSTEM - MULLION TYPE/DETAIL 9801 NE 2ND AVENUE - STOREFRONT SCOPE Miami Dade NOA No.: 14-0203.01 Trulite'3000 Resistor" Aluminum Storefront/Window Wall System Trulite `3000 Resistor" System Glass Type C. 9116"Tempered Laminated Glass Miami Dade NOA No.* 14-0225.02 Trulite Door System: 351 Series Outswing w/Transom /Trulite _`4 4tAffiQt MA#NILLttOttlYlt)N;!" htisilAsMta/.stss^Ipt%stn S&O YAI VAY OHM, &into 2 tYGERfIEIn BCAGt YL 3J441 p. no0saxatxtif.lss4•ra4.�sax PIUItAoct: Resistor 3000 ALUMINUM STOREFRONT WAU-Ltd! oResistor PA00901 st•tts LACY ENGINF.FRING. INC. I?rl rolSW1241HAVE, 81E. A NV", F4.33193 p m5ISr10tIT tout NCY 6 g.aakO:atnc: StAUP*`1. v4ti V.,�,tl ic," ccil� 201383 ? � MAR 14 209 r iY�' �� ;: �'•r °djrtr►Itlt►c�t. PROW'T COtMOL APPMAI.: i•RObUCI RRVISI!.D BA cotnOywe tYillt t410 Fkdd3 B•itdi�e0do � 0"Wiz No: 9-22^tt �'��I OF I I ADI 1 V 7HE CU n7NG FDGi= OF GLASS B00VATION' I3..[011QD)1,IXI 11040110MIC7'19A I N 5 T R I E 5 9941 NW 86th Terrace • • DORAL, FL 13178. •' "• • • 9801 PARK ak. 9801 NE 2nd Avenue • • • • Miami Shores, FL W 06 • STOREFRONT APPROVAL SHOP DRAWING APPROVAL s W STRFNT-3 q4h' RI-WAi EO fOR � ST@ETP7l1RAt�'REOUiREYEttfS•�N{t4�' c7 f7 ;cJ Ss Ia��1J ,0A R. LOPEZ, PEtijc ►��j939 ' NLs .0 A. PAZ, P lic A'rc:fi0733�jj aRT.CD orr�Oi,IZAL'ON �: s W STRFNT-3 D.L.D. mt.d. AAiOTH NVOTtt O d D.L 0. W DTit 01.0. W:D1H 0j- --f- 0.1.0. Pt,A7TH 0 L 0 V TH �- T d cS D.L�,U.fgltt ' ©''. a d v 0.t 0. Ysiil{ O.S.O. T TN NEAT STRCN'D CLASS RT' 3AFLLX CLASS OI IMAYM 'EASIM 01E1 CORIPAW 1/4- HEAT SIREN'0 0LASS t1EAT STKN*O CLASS 0.100' SAFLOC HP INTEMAYFR UY `tA';IAUW CfaVICAL COMPANY` 1tCAT STREWD QASS {=' d a 5 t4 1 IKP t)MA,i 5/16— CvEivIi1 tM!KAITEI GEAS: 1/4' KX SIREtt'D CLASS Sk: ORYCIA'S Int MAYETI .0.090' or 'tNA'i"!NI, HEAT SIREWD 4USS 5 S # 40 -______ CLASS TYPF.:S ALRNATF .Lfi$iAt4^r SSTAIL $F^ FOR (it AiiZ OEIA1t...12 ONLY LWI VAX, LOAM TO #54.0 PSr L0.4tI NAX. CUSS AKA -70 n 50. Ft. ALLOWAME LOW FOR ALTFRNATE SWrS AS Slit7YN AWWr OR S@MAR CAN PE VERIFIED SY INSCRUit1C PICTURE ih*000 Steri+£ WIINN SCXA OR W'CTANCLE AS SROWN IN CaTTE0 UNF„S AND OTT^3NG XUiWARLF I0AoS FROM THOSE Sti4P;S. ... SIN;:i.E LUES WAY 00. 94SsAU10 WRIICAI3.Y 34.1 SHOWN ABOVE OR HOR170NTAMY. SILICONE SrAIANT OP110W, (6A) ovw CORISNO ass FOR ALTERNATE SHAPES LIMIT MAX LOADS TO }9D.0 PSF TWT CE I.XTRAMA2E X4000 SEE SHECT 3 FOR O.L.O. WOTHS MT WIGMS. (6C) TIRDACO PROGWE SSC rL:IV'LIKG f)P'JON UsE ANCHOR TYPES A 13 OR C AT 4' FROM FP,AAtr CHO J*00 12' O.O. MAX. SPAL'1HG, STOREFRONT SYSTEM - GLAZING TYPEIDETAIL 9801 NE 2ND AVENUE - STOREFRONT SCOPE Miami Dade NOA No.: 14-0203.01 Trulite"3000 Resistor'Aluminum Storefront/Window Wail System Trul#te"3000 Resistor" System Glass Type C. 9/16'Tempered Laminated Glass Miami Dade NOA No.: 14-0225.02 Trulite Door System: 351 Series Outswing w/Transom <*e -r l it QG�43 A AULiM1Ult£MUnO•&- 1IUp;JA<+vw.lFak11i.0cm wo FAIRWAY Ott, wt* 260 pEERFiElO 8EAC3i, FL 13441 p. SZ.,02.8In 11. %s.TY4286 PROOLCT: Resistor 3000 ALUMINUM ST66tFRONT WALL•1-1.11 oResistor Fno•ooT $tRits I#•_VR L1Arf/RCMARXS Rzv.i 3,14,14/UPAiT£ 70 2010 FOC exDlrtEFsc: C MCY ENGINEERING INC _� CtrrIII! QCOtiSik,AtiT t50i SW 124TH AVL SRL 20M WA", FL 154$3 P. (305) 271-0117 I 4rra1:>:�X,EtttnseLn�g+Out wrr.ltCY£ La. mrs CAx ' 2014 ? is 0NhA1tt"*''� *RDOSICI CON MI AAPROYAL: PRODUCY 1mv(sim m complying, hAth tiro Fksidn Bvitd4,8 Carle AcccpamoAo�`��.4�'` mphatinn DJIo 14ZC Mimni UZ prrldoat C itol''. - LiL ClIAW+ttC tic: ADII-20 'THE CUTTING EDGE OF GLASS INNOVATION'- - — — - - - - - - — - - - - - - �C��t a 01114INMATA0 Ito]GM,III I- -N , _0 U+ ST T R I E S 9941 NW 86th Terrace , • 0 • - DORAL , FL V3" &a'* •• • • 66• • • • 8966•• 9801 PARItfLg. 6 6 • 9801 NE 2nd Avenue Miami Shores, FL:33•i738 STOREFRONT APPROVAL Miami Dade NOA No.: 14-0203.01 i I SHCiP'PPR{}VAL 1 �.LG, SHOP ORAWT:GS CHE�!� FOlL t ; ` •• TWURAL REQii�tEl��?it ONL1� ITT T-: r V0 7G,.:k� IiRgW-R.LCF ,W lk No 59399) nGI)Qk4tO A. PA$ PE �ye`No-60734) CERFrOF 8VIH61P,KAt#ON No. 26655 STR.FNT-4 • • • 8888•• • • 8888•• 8888• 8888• 8888•• "THE CUTTING EDGE OF GLASS INNOVATION' "RULITC DOORS MC 'SCP7s1ATE MA east## (0) - WI AI ro%c Awn 'A3DTt4 �. .WZ 4 W3 Al MAK L• AAM 2. 'tra¢)MV own SEE :,EPARA%P: "CA K''T _� 5410TH (Xf) Wi At IMMX )AN9 YhUTH (SY) .. YiJ 44 YtS . At MAK tt1AIION 2 TA0171 (11) - WI AT FRWE JAMB M0114 (W) s W2 ! ..WS At FKWC 141&11000 -'TiE uiv DOJOS # `1Ik � Z W DIN IN) 5X3 At rt45Mt. 4WIS 4500TH (Ttj - X72 •t 413 AT JAkut V1A4)Q4 � STEP::4 A CB CJIR WAD t At'ACItY STOREFRONT SYSTEM - ANCHOR TYPE/DETAIL 9801 NE 2ND AVENUE - STOREFRONT SCOPE Miami Dade NOA No.: 14-0203.01 Trulite "3000 Resistor" Aluminum Storefront/Window Wall System Trullte'3000 Resistor" System Glass Type C: 9116"Tempered Laminated Glass Miami Dade NOA No.: 14-0225.02 Trulite Door System: 351 Series Outswing w/Transom 100 GLASS A u t4 Wv M1t1 "gP*vra,'Tel##etMA 400 FAMIAY DRNC, Sust4 209 QEERF €L0 OEACH. FL 33441 a 944493mt9x l6 0Sf-7i4•s"+�3 PRODUCT; Resistor 3000 ALUMINUM STbREFRONT WALL•LMI CResist r ♦RO btltt )' g6R1 L.4 FL" t14TE%FIC>rsA41{$ Rer.# 3,I4.ti%l9''WTE TO 2010 r9c ki�IrrsER: t4 MCY ENGINEERING, INC. i..;I B.c.Ji $1'Y t24Ti4A11E.8TE,.�& 44v641r, 6L asks P: [3m5)2TSttIt7 Fiatt:l4LYk�6++r+1'tlAtt•A44 STAs)P: St1' Gr� as �a`FLc>4tir'k(6i ' F S5fl93 111413 IiottCf �4 �•'•. ' MAP STATE 20 STATE: "•a TF; ' `.101;•'+- PROD= C004140L APPAOL+k,: t'iTCsiAi u REVISE -it) rz cXmiptynitt with thr it)05w.1 owlairleco&- A"tpbske No 8 OF I1 AAf1-20 9941 NW 86th Terrace • - • •• • eg DORAL , FL V 3" • ••• • • •• • • 0000•• 9801 PAR 114. 9801 NE 2nd Avenue Miami Shores, FL.33.1 18 STOREFRONT APPROVAL Miami Dade NOA No,: 14-0203.01 �. �'�yr1;#r4ln;ia int ,�I,GiUdyL�OUiRER M 3f i ItR g `4jr..,OPEZ, PE 7G9tN�t� 7G' CERT. 6P12ATI01 PROVAL • • •0• • 0000•• • 0111.. 0000•• 0000• 0000• • • • 0000•• 0000•• ANCHOR LOAD CAPACITY --. 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P N A2 - (2) TYPE 'A' AT 4AW OR Fl+ H ME O MUM A9 - (0) ��4' ;WC 'A' At J"'a OR L401 g OF WLIM 44 +•" (4) M'04 i5 TYPE W At JAVA 09 1AC41 MIX Of MULISON R2 W (2) AN04ORS 1YPC `D' AT SAVO OR C*NI SIX Of W.V"9 alPd - (3) ANCt4DR?i tYr4f: Y1' AT .ItNA OR EALit SIX C6 ta4N.IkaN CZ ,,, (2) ANCHORS TYPE 'C' AT ,ut M OR EAMN SIDE OF Ide`tt ,'; C3 w (3) MCHORS• tYK 'C' AT .U�AkTi mR TACH SIDE OF MULMON ALL OTNiR AlY i4t�{i TO UE SPACCD AS PCR EL£VA1gN, ' �t 4' 4" "k - �I 3" ^+•i" r'-""'�;-" ��� 13j'4" 11 6 .�f 4 W. - - . .44-2,. . . . . 6114 tMo ', 100.8'..: $7.0 1004- 10.3 104,0 46.3 91.9 1004 14.8 100.0 SPA 144.0 Z& 64..3 IWa 7X1 1004 75.2 to" 24' 3tY` 336' 42` 45• St' 041' 60• 72' 441" I04.0 ' s00.0 10010 1001 1000 lom 500.0 403.0 - ICA 114110 1000 1004 100.0 104D tfto 100,0 idlh4 10li.m 104,4 100.4 IWA a" 100.0 500.0 tomo to" 300.0 1040 1'0.7 1000 PDOA 100.0 3000 100,0 100.0 8G,9 ODA 1010.0 - 471 to" 930 to" 029 04.4 '1064 61,111 100.0 043 1401 AJ.E Rlk8 - 100.0 Y!`ni 1tK,A _?6.6 70DA.. 52.4 7&,7 1aa,$ 63.3 100.0 701.2 3400 -7 210' 30' 39• 42' 4d` ?a' 84- 1011 100.0: lOp.O 11631_ 1001_ 104.0 104.0 1000 100,01imo Soot, 1000 104.0 100.0 03.3 Ic" 1031 1400 1004 140.0 to= 84.3 1me 204,0 104.0 14m,0 100,0 104.0 T.7.i . 100.0 100.0 100.0 100.0 69.8 IOf30 64.0 V&3 teal IWO 57.5 #a0A ;=801 t 100 rY. CiOA - TA�A� 1t44.Y 5.18 A4.S IpOA �•, 300,0 71$ Ip7a.. 493 23A "a 6fo 4ao Ksa 43's 24' x1' 36' 42' 48" S4' 54- at- 72' 1112` to" 100.0 '.0241 Io0.0 toot, two I IC00 1040 194.0 1440 Io4a IOOA tca4 toes 925 IODo 1000 14x.0 1004 1I 7004 ?9 Y Ict4D 10110 lQ14 too.0 loOA 40140 �0.; 100.10 100.0 10.4 1400 ( 92.• 1000 6t.? 82..5 100.4 80.5 10010 92.6 !CTIA =5 83,3 IOOD 72.3 1009 : 14,4 �, ,Mo _ps 41;,7 100D 66.1 TEa Era It}0.4 K.4 WA 92.3 69.? 90A Me 529 2<" 37 3s' 42"140. 45' ,110' 414` t6' 1004 1030 4OOA YOOk #040 100,0 IWO IWO� 3e00 4009 IM two 100.0 Mlo b 4 10005000 100.0 1000 1000 140.0+ 149 1090 t04O 57,5_ 104.0 t00fi 9000 05,6 0013 ..,100.0. E53 to" '8718 1000 05.3. 57.A Im't I 799 to" 141.0 tW,0 52.4 26.1 IW,0 r#.3 100,0 202 300.0 43.1 0A 0.5.9 "THE CUTTING EDGE OF GLASS INNOVATION' "RULITC DOORS MC 'SCP7s1ATE MA east## (0) - WI AI ro%c Awn 'A3DTt4 �. .WZ 4 W3 Al MAK L• AAM 2. 'tra¢)MV own SEE :,EPARA%P: "CA K''T _� 5410TH (Xf) Wi At IMMX )AN9 YhUTH (SY) .. YiJ 44 YtS . 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FL 33441 a 944493mt9x l6 0Sf-7i4•s"+�3 PRODUCT; Resistor 3000 ALUMINUM STbREFRONT WALL•LMI CResist r ♦RO btltt )' g6R1 L.4 FL" t14TE%FIC>rsA41{$ Rer.# 3,I4.ti%l9''WTE TO 2010 r9c ki�IrrsER: t4 MCY ENGINEERING, INC. i..;I B.c.Ji $1'Y t24Ti4A11E.8TE,.�& 44v641r, 6L asks P: [3m5)2TSttIt7 Fiatt:l4LYk�6++r+1'tlAtt•A44 STAs)P: St1' Gr� as �a`FLc>4tir'k(6i ' F S5fl93 111413 IiottCf �4 �•'•. ' MAP STATE 20 STATE: "•a TF; ' `.101;•'+- PROD= C004140L APPAOL+k,: t'iTCsiAi u REVISE -it) rz cXmiptynitt with thr it)05w.1 owlairleco&- A"tpbske No 8 OF I1 AAf1-20 9941 NW 86th Terrace • - • •• • eg DORAL , FL V 3" • ••• • • •• • • 0000•• 9801 PAR 114. 9801 NE 2nd Avenue Miami Shores, FL.33.1 18 STOREFRONT APPROVAL Miami Dade NOA No,: 14-0203.01 �. �'�yr1;#r4ln;ia int ,�I,GiUdyL�OUiRER M 3f i ItR g `4jr..,OPEZ, PE 7G9tN�t� 7G' CERT. 6P12ATI01 PROVAL • • •0• • 0000•• • 0111.. 0000•• 0000• 0000• • • • 0000•• 0000•• lay 09 20 TYPICAL vtc1A1� - f WOOD stat$ SCE ELEY. roz SWNG 4 ;gg a � r rMICA. - A £ MM $,Oft SpAvur. v ETRE Tx�TAr,ICE w T�xW�����CAx Ah"WORS SIX ELM WR T°ACW1. r P, IAX STRUCTURE. _I TYPICAL 101.11TOR5 r~ -__---Y_ ..-- _ {IJKV-DAM cm0" Arwii£WO { 111tUI (ION & UUU ICN ANON= { ISLE SEPARATE T" { T i t:TKE MSTAAYCC I I MCAL Mr-ROAS SEE ELEV. rOR tYWAL McMr. rSLE amu. fOR $PAOWR V<Y tnpOO DUCKStr#D oF_j °`TfitK:ivacS NOT OY TRUtttr. . musT JSTAW LAAEYS GtF'(Y.>fQ HY Cfil i» SY$TL'L+ dAYi 1ww5lctt Twu to n C qNG stauz Tua>. TYPICAL ANCHORS: -1W-*-Tr1U1nI iI -, IT AV raAsi euwuNuu ea.vrwxs- Attirftw%.,6%fftt" ago FAIgt.YAY r*IW_ X810 2ta<3 OEERFit-LO SEAC K it a344t p. �a<12413t if pSLtM<26$7 PRODUCT: ' Resistor 3000 ALUMINUM STOREFRONT WALL-Lkil oftsistor p000 -V41 41811.1% E » I hi t3T_'%i L2 {i u 177 KSI, 1•y-155 KSI) TNTO 28Y WOOD E3UCK5 1 FA STRTdCTURES 1-3/8" MIN. PENLTRATiON INTO WOOD INTO +CONCC THRU IVOOD OVCKS- INTO CON.;.. OR VASO t -.'-!44- WN. EMBED INTO CONe, SXP_E...:H_iA M ULTRAGOt�BT_.YELCQ (Fu 177 KST Fy-155 KSI) UIRECTLY INTO C:Pr XR€.TE OR 1AASONW T -51W MIN, EMKIII INTO CONCRETE OR WSONRY. TYPE ,C' Ri4 SME OR '>:LE 1281t.1 ��rtet RS) 114TO MVVJ--04DE MINTY APPROVED MULLIONS (1/e TICK. MIN) INTO METAL STRUCTURE. STEEL : 12 CIA. MN. (Fy - 36 KSt UIN.) ALUTAN1.1301 : 1/8' 1T1K. MX (6003-75 MIN) (STEEL IN CONTACT WMi ALUTANUV TO HE PLMEO OR PAINTED) TYPICAL EDGE DISTANCE INTO CONOtETE itM W-c*NRY - 2-1/2' kai. INTO WOOD SIRUCIUR - I' MIN. INTO OCTAL STRUICTURE - $/4' MLv. CONCRETE rC - 3000 M WN. f; -90 HOLLOYt/rIlE4 BLOCK I'm - 2000 PSI MIN. SEAUl NTS: GWING DEAD AT FRAME SIM SEATED TO GIA;r'4.' WITH $[I WOW, rAAZINC OPTIONS GAS. 68OR EIC. FRAME CORNERS SrALED MTH DIV) CORNING 999 OR C&JAL COu?AfQLC- PRODUCT MAY BE INSTALLED INSIDE OR OUTSIDE GLAZED STOREFRONT SYSTEM - ANCHOR TYPEXONNECTION 9801 NE 2ND AVENUE STOREFRONT SCOPE Miami Dade NOA No.: 14-0203.01 Trulite'3000 Resistor' Aluminum Storefront/Window Wall System Trulite "3000 Resistor' System Glass Type C: 9/16'Tempered Laminated Glass Miami Dade NOA No.: 14-0225.02 Trulite Door System: 351 Series Outswing w/Transom TO 2010 EMNEM MCY ENGINEERING, `% INC EW 1?4TH AVE. STE, =A. MIAN%FL.13183 P: gw)viOI1T gnat tSLY enti*+'i«Mt xrrrrucYEm'aram�xan STAW:����: 4, ' ewd3 VAR h4 2014 ' -a rT . STATE /f3,%1..3ri_ �r�jTtrrlt1111�t PRODUCT COMM APPRDYAL- PtCw aiw:.pjyj.ln�FI01Qa fluuding Code .trsct'u+accNa l�-���f-r"s3ci exprrationmIa, t4{I,lTzdc' 1'radceciCar.Slat; y .. 0 - DATE, 9-22-11 19 OF 11 TTr;YC: ADi t-20 'THE CUTTWG EDGE OF GLASS INNOVATION' ON1 11 0 01'M;���,e 0 1101LIMM 10 N O U S T R I E S 9941 NW 86th Terrace • • • • •• DORAL, FL33179 0 • 0000•• 0 • 90 0 • •• .00000 • ••. 0000•• 0 • 0000. • • •••• 00:00: •• ••• 0000••: •9y0ei k • • • 000000 1 9801 NE 2nd Avenue ••• • 1 Miami Shores, FIs X031$8 0.00•• • i t a a � r rMICA. - A £ MM $,Oft SpAvur. v ETRE Tx�TAr,ICE w T�xW�����CAx Ah"WORS SIX ELM WR T°ACW1. r P, IAX STRUCTURE. _I TYPICAL 101.11TOR5 r~ -__---Y_ ..-- _ {IJKV-DAM cm0" Arwii£WO { 111tUI (ION & UUU ICN ANON= { ISLE SEPARATE T" { T i t:TKE MSTAAYCC I I MCAL Mr-ROAS SEE ELEV. rOR tYWAL McMr. rSLE amu. fOR $PAOWR V<Y tnpOO DUCKStr#D oF_j °`TfitK:ivacS NOT OY TRUtttr. . musT JSTAW LAAEYS GtF'(Y.>fQ HY Cfil i» SY$TL'L+ dAYi 1ww5lctt Twu to n C qNG stauz Tua>. TYPICAL ANCHORS: -1W-*-Tr1U1nI iI -, IT AV raAsi euwuNuu ea.vrwxs- Attirftw%.,6%fftt" ago FAIgt.YAY r*IW_ X810 2ta<3 OEERFit-LO SEAC K it a344t p. �a<12413t if pSLtM<26$7 PRODUCT: ' Resistor 3000 ALUMINUM STOREFRONT WALL-Lkil oftsistor p000 -V41 41811.1% E » I hi t3T_'%i L2 {i u 177 KSI, 1•y-155 KSI) TNTO 28Y WOOD E3UCK5 1 FA STRTdCTURES 1-3/8" MIN. PENLTRATiON INTO WOOD INTO +CONCC THRU IVOOD OVCKS- INTO CON.;.. OR VASO t -.'-!44- WN. EMBED INTO CONe, SXP_E...:H_iA M ULTRAGOt�BT_.YELCQ (Fu 177 KST Fy-155 KSI) UIRECTLY INTO C:Pr XR€.TE OR 1AASONW T -51W MIN, EMKIII INTO CONCRETE OR WSONRY. TYPE ,C' Ri4 SME OR '>:LE 1281t.1 ��rtet RS) 114TO MVVJ--04DE MINTY APPROVED MULLIONS (1/e TICK. MIN) INTO METAL STRUCTURE. STEEL : 12 CIA. MN. (Fy - 36 KSt UIN.) ALUTAN1.1301 : 1/8' 1T1K. MX (6003-75 MIN) (STEEL IN CONTACT WMi ALUTANUV TO HE PLMEO OR PAINTED) TYPICAL EDGE DISTANCE INTO CONOtETE itM W-c*NRY - 2-1/2' kai. INTO WOOD SIRUCIUR - I' MIN. INTO OCTAL STRUICTURE - $/4' MLv. CONCRETE rC - 3000 M WN. f; -90 HOLLOYt/rIlE4 BLOCK I'm - 2000 PSI MIN. SEAUl NTS: GWING DEAD AT FRAME SIM SEATED TO GIA;r'4.' WITH $[I WOW, rAAZINC OPTIONS GAS. 68OR EIC. FRAME CORNERS SrALED MTH DIV) CORNING 999 OR C&JAL COu?AfQLC- PRODUCT MAY BE INSTALLED INSIDE OR OUTSIDE GLAZED STOREFRONT SYSTEM - ANCHOR TYPEXONNECTION 9801 NE 2ND AVENUE STOREFRONT SCOPE Miami Dade NOA No.: 14-0203.01 Trulite'3000 Resistor' Aluminum Storefront/Window Wall System Trulite "3000 Resistor' System Glass Type C: 9/16'Tempered Laminated Glass Miami Dade NOA No.: 14-0225.02 Trulite Door System: 351 Series Outswing w/Transom TO 2010 EMNEM MCY ENGINEERING, `% INC EW 1?4TH AVE. STE, =A. MIAN%FL.13183 P: gw)viOI1T gnat tSLY enti*+'i«Mt xrrrrucYEm'aram�xan STAW:����: 4, ' ewd3 VAR h4 2014 ' -a rT . STATE /f3,%1..3ri_ �r�jTtrrlt1111�t PRODUCT COMM APPRDYAL- PtCw aiw:.pjyj.ln�FI01Qa fluuding Code .trsct'u+accNa l�-���f-r"s3ci exprrationmIa, t4{I,lTzdc' 1'radceciCar.Slat; y .. 0 - DATE, 9-22-11 19 OF 11 TTr;YC: ADi t-20 'THE CUTTWG EDGE OF GLASS INNOVATION' ON1 11 0 01'M;���,e 0 1101LIMM 10 N O U S T R I E S 9941 NW 86th Terrace • • • • •• DORAL, FL33179 0 • 0000•• 0 • 90 0 • •• .00000 • ••. 0000•• 0 • 0000. • • •••• 00:00: •• ••• 0000••: •9y0ei k • • • 000000 1 9801 NE 2nd Avenue ••• • 1 Miami Shores, FIs X031$8 0.00•• • STOREFRONT APPROVAL Miami Dade NOA No.: 14-0203.01 1 st__0�tD_xA1> it AP.-ROVAL -STRJCT'JAAL REQUIRELIEW ONLY�' o : i o �AY ?-Q1 w c, ►5��•R. LOPEZ, P SLK N%-m3v o CERiI,QF�IiiN}�OF, .ICij.NO. I %lTIIl11 ST R.FNT- 6 01/4" KW1K BOLT 3 S.S BY HMI, W/ 1-3%4" MIN EMBED, 4" MIN EDGE DIST. @ 3" MIN O.0 STEEL PLATE 11.504'4" THK 01/4" KWIK BOLT 3 S.S BY HILTI, 1V% 1-3%4" MIN EMBED, 44 MIN EDGE DIST, 6 3" MIN O.0 [>A DETAIL B 01%4' KWK BOLT 3 5.5 BY HILTI, n , W/ 1-3/4" MIN EMBED, 4" LAIN EDGE DIST. 0 3" MIN O.0 ....... ........ R . d , 5 .... u 1/4 1Q 4 3% K ! 01/4-" KWK BOLT 3 S_S — M, BY HILT1, W% 1-3/4' CAIN EMBED, 4" MIN EDGE DIST. 9 3' MIN O.0 ' STEEL PLATE 11 5'x4"x}" THK STEEL PLkTE 1 ,.5mx4-"4* THK SII "THE CUTTING EDGE OF GLASS INNOVATION' DETAIL A N D U S T R I E S 9941 NW 86th Terrace• • • • • DORAL , FL' 33.1 ,• •• • + • 06.06• • • 9801 PARUIC • ■ 9801 NE 2nd Avenue Miami Shores, FI!,33138 • STOREFRONT APPROVAL Miami Cade NOA No.: 14-0203.01 SH9A.DRAWINIP? PPROVAL AWMGS tHECkEA. FOR ' e' 3T(eCWRAI REOJ7tENENTSr� j 7 r : v (i. LOPEZ, PE No -5I .A•' F9Z PE N5, > t: "CE... F RIZATI0 _ N0. 26 ``l:!l1111f� ...... ...._........... .. . I STRFNT-5 RECEIVED 13 :.- K`' j.• �'-' Y: '' JUN "17 MiAMI•DADE 0 '. ' ' AIIAAfI-DADE COUNTY • ^ s ` \' � PRODUCT CONTROL SECTION DEPARTAIENT OF REGULATORY AND ECONOMIC RES .>5; Elti 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwiv.miAmidade.eov/economy Trulite Glass & Aluminum Solutions, LLC 800 Fairway Drive, Suite 200 Deerfield Beach, FL 33441 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 tIVAtbf4ority .... . . ...... Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami-Dade•�QVv� Pro ct�Centrol • • • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade CovOW reserve 1Jre right • • to have this product or material tested for quality assurance purposes. If this product yr material.tails to ; • • •'; perform in the accepted manner, the manufacturer will incur the expense of such testixg and tile. ANS may..... immediately revoke, modify, or suspend the use of such product or material within dW jurisd ;coon •RER ... reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cothfty Prodtrd Control .... • Section that this product or material fails to meet the requirements of the applicable 6ir18irig code. • This product is approved as described herein, and has been designed to comply N;ith the Flor�;'da.B;)ilding" Code, including the High Velocity Hurricane Zone. . • • • • • DESCRIPTION: Series 113000 -Resistor" Aluminum Storefront/Window Wall System --- L.M.I. •.: APPROVAL DOCUMENT: Drawing No. AD11-20, titled "Resistor 3000 Aluminum Storefront Wall - LMP', sheets 1 through I 1 of 11, dated 09/22/11, with revision #1 dated 03/14/14, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. _ RENEWAL of this NOA shall be considered after a renewal application has been 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 shalt 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 revises and renews NOAH 11-1117.03 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval docurnent mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 14-0203.01 MIAMI•DADE COUNTY Expiration Date: March 18, 2019 �FSWIYYIAINNEW 4 1 Approval Date: March 20, 2014 #ojjPage 1 Trulite Glass & Aluminum Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Sub►nitted tinder NOA No. 09-1110.03) 2. Drawing No ADI 1-20, Sheets 1 through 11 of 11, titled "Resistor 3000 Aluminum Storefront Wall - LMI", dated 09/22/11, with revision #1 dated 03/14/14, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. TESTS • 0000 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • ; • • 2) Uniform Static Air Pressure Test, Loading per WC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94,,;; • ••; • 4) Large Missile Impact Test per FBC, TAS 201.84. • '0000' 5) Cyclic Wind Pressure Loading per FBC, TA9�J93;94 • • • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 207-94 • • • along with marked -up drawings and installation diagram of series 3a§0/L-3000 aluminum window wall system, prepared by Aluminum Window WA11 System; • • prepared by Fenestration Testing Laboratory, Inc., Test Report No F:I'L-5393; dated 04/02/09, signed and sealed by Michael R. Wenzel, P.E. • • (Submitted under previous NOA# 09-1110.03) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Series 3000/L-3000 aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5416, dated 11/15/07, signed and sealed by Michael Wenzel, P.E. (Submitted under previous NOA# 09-0122.06) 3. Test reports on Safety Glazing Materials per ANSI Z97.1-1984 and CPSC 16 CFR 1201 of series 3000/L-3000 aluminum window wall System, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5421, dated 10/18/07, signed and sealed by Michael Wenzel, P.E. (Submitted under previous NOA# 09-0122.06) 4. Test reports on: 1) Uniform Static Air Pressure Test per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum storefront system, prepared & issued by Fenestration Testing Laboratory, Test Report No. FTL-3398, dated 12/10/03, signed & sealed by Edmundo J. Largaespada, P.E. (Submitted under previous NOA# 03-1211.08) x � R Ma► rel Pe z, E. Product Control Eva' iner NOA No. 1`�1=0 03.01 Expiration Date: March 18, 2019 Approval Date: March 20, 2014 E-1 0000.. 0000.. 0000.. *Gee* 0000. 0000.. 000.0. 0000.. Trulite Glass & Aluminum Solutions LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Uniform Static Air Pressure Test per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum Window Walt system, prepared & issued by Fenestration Testing Laboratory, Test Report No. FTL-3363 dated 04/24/03, signed and sealed by Edmundo J. Largaespada, PiE, (Submitted under' previous NOA#. • •.. • •..... 6. Test reports on: 1) Large Missile Impact Test PA 201-94 2) Cyclic Loading Test, per SFBC PA 203-94 ...... .. . ...... along with marked -up drawings and installation diagram of an a1gr4irium window wall:....: system, prepared by Fenestration Testing Laboratory, Inc. Test G;1s No:::, • • FTL-3326, dated 01/09/02, signed and sealed by Luis Antonio Filvelledo, P.E. • (Submitted under previous NOA# 03-1211.08) • • • • . • • too*:* 7. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per S C, P�-20.94 ...... 3) Water Resistance Test, per SFBC, PA 202-9 .. ... . 4) Large Missile Impact Test per SFBC, PA 201-94 ' • 5) Cyclic Wind Pressure Loading per SFBC, PA 203-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1010, dated 10/25/94, signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under previous NOA# 03-1211.08) 8. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 3) Water Resistance Test, per SFBC, PA 202-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2221, dated Dec. 9, 1998, signed and sealed by Gilbert Diamond, P.E. (Submitted under previous NOA# 03-1211.08) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and 2010, dated 09/04/09, updated on 11/14/11, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. (Submitted under previous NOA# 11-1117.03) 2. Glazing complies with ASTM E1300-04 - - Manuel Pei z, ..E. Product Control Uxami er NOA No.1 - 3.01 Expiration Date: March 18, 2019 Approval Date: March 20, 2014 E-2 Trulite Glass & Aluminum Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE ' .1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company for their "Saflez Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. 2. Notice of Acceptance No. 12-1231.09 issued to Eastman Chemical Company (MA) for their "Saflez HP Clear or Color Glass Interlayers" dated 03/28/13, exp. ninon 04/14/18. - • 66 6 11 9909 3. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont Dowemours &.C'o.; Inc. — for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expir;Von 01/1417. 0000 0000 0000 0000 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2007 andX1W-2010,,.ddtetl 11/14/11, signed and sealed by Yiping Wang, P.E. :09:0: • (Submitted under previous NOA# 11-1117.03) • 0000.. 2. Statement letter of no financial interest, dated 11/14/11, signed ;ijo5epled 1: 6Yip;ng Wang, P.E. (Submitted under previous NOA# 11-III7.03) G. OTHERS 1. Notice of Acceptance No. 11-1117.03, issued to Trulite Glass & Aluminum Solutions, Inc. for their Series "3000 Resistor" Aluminum Storefront/Window Wall System — L.M.I., approved on 02/09/12 and expiring on 03/18/14. Manuel P)Wez P.E. / Product Conti -du Diner [,. NOA No. 14-0203.01 Expiration Date: March 18, 2019 Approval Date: March 20, 2014 E-3 0000.. 0 696 00 0000.. 6996. 09069 966966 6 0 9 6 0 6 6 0000.. o C 4" MAX. NP. 4`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m i ON WIND VELOCITY. BLDG. HEIGHT, WIND ZONE MIAMI, FL 33183 IP o P:(305)271.0117 \ � o • • z o 2, 3 OR 4 AT JAMB SEE SHEET 8 • LIM.I, DOOR 0 FOR DOOR TI G) 3 � W oN o STEP 3 CHECK MULLIONCMACIN FOR A GIVEN *ADO: w � d r HEIGHT USING CHARTS ON SHEET 4 THR 7 • • • tV�tV Iy�� • • • • • • • • • ••• • STEP 4 USING CHART ON SHEET 8 SELECT ANCHOR OPTION • • • • • cwt o C 4" MAX. NP. 4`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i ON WIND VELOCITY. BLDG. HEIGHT, WIND ZONE MIAMI, FL 33183 IP o P:(305)271.0117 \ � o • • ,1I \ yEE 'TROUT 2, 3 OR 4 AT JAMB SEE SHEET 8 • LIM.I, DOOR 0 FOR DOOR TI ANCHORS TYPE A. O OR C 2, 3 OR 4 AT EACH SIDE OF MULL SEE SHEET e TYPICAL ELEVATIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS. L -ANCHORS TYPE A B ON C 2, 3 OR 4 AT EACH SIDE OF MULL SEE SHEETS 6 & 8 vTrulite GLASS a ALUMINUM SOLUf1oNa- hupJA-1w 01e.com 880 FAIRWAY DRIVE, SWta 200 DEERFIELD BEACH, FL 33441 P. 80OLM-8132 11.954.724.2083 PRODUCT: Resistor 3000 ALUMINUM STOREFRONT WAI 1 -1 MI PROOVOT SERIES REVN BATF/REMARKS R-1 3.14.14/UPDATE TO 2010 FBC ENGINEER: M C RACY ENGINEERING, INC. YJ GW. SVG COSSN:IJ:NT' }---�- j-" 8501 SW 124TH AVE. STE. 205A ON WIND VELOCITY. BLDG. HEIGHT, WIND ZONE MIAMI, FL 33183 ••• P:(305)271.0117 \ `ANCHORS TYPE A. B OR C • • Eme�A�MCYFryAgR4np®a�Ml E1411rIN ' 2, 3 OR 4 AT JAMB SEE SHEET 8 • STAN P: .,t�• .��a>+G.reu• n!C 1 STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HEIGHT, WIND ZONE ••• USING APPLICABLE ASCE 7 STANDARD. • • • ••• STEP 2 SEE CHARTS ON SHEET 3 FOR DESIGN LOAD • CAPACITY OF DESIRED CLASS SIZE. STEP 3 CHECK MULLIONCMACIN FOR A GIVEN *ADO: • • • • HEIGHT USING CHARTS ON SHEET 4 THR 7 • • • • THE CAPACITY SHOULD EXCEED THE DES -.Z. •• IS: • • • • • • • • • ••• • STEP 4 USING CHART ON SHEET 8 SELECT ANCHOR OPTION • • • • • • • • WITH DESIGN RATING MORE THAN DESIGNtO MSPww-* • • • • • • • W STEP 1 ABOVE. V • ••• • STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. AND 4 SHALL APPLY TO ENTIRE SYSTEM. • • • • • • • • • • • • • . • • • • • • • • IS • •• • • . • "PE 155599W .• j1 Fes. S/� Y MAR 1.4 201 '�:SJ,lONP1'• .>TnT1e PRODUCT CONTROL APPROVAL: PRODUCT REVISED - complying %Ath Aha PW7)d• Iloildiag Code A—ptaltm NI o . p q 13X irelion Dale " t Hv ktimn� c Produel Cone ✓1 DRAWN: S.L. DRAWING No: DATE: 9-22-11 1 OF 11 DWG: AD11-20 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • V • ••• • • • ••• • • • "PE 155599W .• j1 Fes. S/� Y MAR 1.4 201 '�:SJ,lONP1'• .>TnT1e PRODUCT CONTROL APPROVAL: PRODUCT REVISED - complying %Ath Aha PW7)d• Iloildiag Code A—ptaltm NI o . p q 13X irelion Dale " t Hv ktimn� c Produel Cone ✓1 DRAWN: S.L. DRAWING No: DATE: 9-22-11 1 OF 11 DWG: AD11-20 D.L.O. D.L.O. 1/4" HEAT STREN'D CLASS WII I WIDTH 1/4' HEAT STREN'D GLASS 1/4- HEAT STREN'D GLASS r 1 I I 0.090' SAFLEX CLASS INTERLAYER 0.100' SABER HP INTERLAYER 0.090' SENTRYGLAS INTERLAYER BY 'EASTMAN CHEMICAL COMPANY' BY 'EASTMAN CHEMICAL COMPANY' BY 'DUPONT, J J 1/4' HEAT STREN'D GLASS 1/4' HEAT STREN'D CLASS 1/4" HEAT STREN'D GLASS L B T BA BA pp.. D.L.O. WIDTH D.L.O. 5 5 y 5 g IL' o _'III 1 � I a 0 1 I J o Q o 0L J O 9 9 9 10 10 10 D.LI I WIDTHD. WIDTH GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' I I T I o I o 9 I d D.L�(7.1.0. 1WOTH r � W WIDTH o a� L J 0 D.L.O. 1WD7H D.L.O. WIDTH J V / c; _ — 6i of oa -LO—UE (AADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINWG ALLOWABLE LOADS FROM.THOSE SHAPES. SINGLE UTES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. FOR ALTERNATE SHAPES LIMIT MAX. LOADS TO ±90.0 PSF SEE SHEET 3 FOR D.L.O. WIDTHS AND HEIGHTS. USE ANCHOR TYPES A. 8 OR C AT 4' FROM FRAME ENDS AND 12' O.C. MAX. SPACING GLAZING OPTIONS 9/16. OVERALL LAMINATED GLASS iS TYPES '8' OR 'C' GLASS TYPES [-'A', 'B' OR 'C' 0 0 0 0 ¢ K o_ O 9A SILICONE w 9 DOW CORNING 995 0 GE ULTRAGLAZE SS04000 TREMCO PROOLAZE SSG ALTERNATE GLAZING DETAII. g1 ALTERNATE GLAZING DETAIL If FOR GLAZING DETAIL #2 ONLY • • 041: • • • • • Umh MAXPL%DS TO *50.0 PSF • • • • • • Ul: It. GLASS AREA TO Z9 50. FT. • •• • •• • ••• • • • • • SNJCONE SEALANT OPTIONS: (6A) DOW CORNING 995 (68) GE ULTRAGLAZE SSG4000 AC)SWFOCO PRGGyZE SSG•• • GLAZING OPTION • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • 000 see ••• • • • • ••• • • • • IS • • • • • IS • • •• •• • • • •• •• ••• • • • ••• • • vTrulite GLA99 A A W M W OM 60Lunoxs- hOpJAw b4ft.com 800 FAIRWAY DRIVE, Sulle 200 DEERFIELD BEACH, FL 33441 p. SM -432-8t32 11. 954724-2083 Resistor 3000 ALUMINUM ST(SREFRONT WALL-LMI oftsistor PRO -T SERIES REVH DATE/REMARKS Rev.1 3.14.14/UPDATE.TO 2D10 1 ENGINEER: M C MCY ENGINEERING, INC. _ GL V tNO CG,\SULtAVT 8501 SW 124V AVE. STE. 205A MIAMI, FL 33193 F:(305)211-0117 Emet: AICY.Erpine44np®.anet RwxA/CYE•IneeM1g,com STAMP: +'' `6ttljR�,��„�N,y��;'dYAIi�,�.•'g�P�a:E. •�`` TsE �559R3� wN NANSA@. 3 s 0 * MAR 14 2014 c :L PRODUCT CONTROL APPROVAL: PRODUCT REVISED es muplyin4 with the Pknw Building Code Acceptance No,[/(- ^/) , Q j Bxpiretim Date 4079 1 By_� Miami ade D^ C4nN0 v I: S.L. DRAWING �No: 9-22-11 2 09' 11 ADI1-20 DESIGN LOAD CAPACITY - PSP • NOMINAL DIMS. cuss TYPE •A' cuss TYPE 'B' cuss TYPE 'C' O.L.O. YRDTH D.L.O. HEIGHT EXT. (+) INT. {-) EXT. (+) INT. (-) EXT. (+) INT. (-) 36' 38" 42' 45' 48' 51" 54' 57" 60 83" 66' 89' 72' 87' 87A 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 _ 07.0 100.0 100.0 87.0 100.0 100.0 67.0 IOD.O 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87A 100.0 100.0 87.0 100.0 100.0 87.0 1 100.0 100.0 36' 39' 42' 45" 48' 51" 54' 57" Go. 63" 66" 89' 72" 90" 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 10110 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 10D.D 87.0 100.0 1OD.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 36' 39" 42' 45' 48' 51" 54" 57' GO' 63' 66" �� 69"r 72' 93' 87.0 1o0A 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 1OD.0 87.0 100.0 100.0 87.0 100.0 _ 100.0 87.0 100.0 - 36' SB" 42" 45' 48' 51" 54" 57" 60" 63' 80" 69' BB' 87.0 100.0 100.0 87.0 100.0 100.0 87,0 100.0 100.0 87.0 100.0 100.0 07.0 100.0 100.0 87.0 100.0 100.0 87.0 - 100.0 100.0 B7.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 1000 WHO 87.0 100.0 - DESIGN LOAD CAPACITY - PSF • DIMS. cuss TYPE 'A' GLASS TYPE 'B' GLASSNOMINAL TYPE 'C' D.L.O. WIDTH D.L.O. HEIGHT W. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 36" 39" 42' 45' 48' 51' 54' 57" GO' 63" 66" 99' 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 ' 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 i00,0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 - 36' 39' 42" 45' 48' 51" 54" 57' 60" 63" 66' 102' 87.0 WOO 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87,D 100.0 IOD.O 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 IOD.0 - 36" 38' 42" 45' 48' 51' 54' 57' 60" 63' 105" 87.0 100.0 100.0 _87.0 _ 100.0 87.0 100.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100,0 87.0 100.0 100.0 87.0 100.0 - 36' 39' 42' 45' 48" 51' 54' 57' 60' 63' 108" 87.0 WOO 100.0 87.0 100.0 100.0 87.0 100.0 100.0 B7.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 WOO 100.0 F 87.0 100.0 100.0 87.0 100.0 - 36' 39" 42' 45' 48' 51" 54' 57• 60' 171' 87.0 1011.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 1OD.0 100.0 87.0 IOD.O 100.0 87.0 100.0 100.0 87.0. 100.0 100.0 67,0 100.0 100.0 87.0 100.0 - DESIGN LOAD CAPACITY - PSR • NOMINAL DIMS. cuss TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' D.L.O. WIDTH D.L.O. HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 36' 39" 42" 45' 48" 51" 54" 56" 57" lie 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 1000 tOD.O 87.0 100.0 97.9 100.0 - 36' 39" 45' 48" 54' 57' 117'51" • 100.0 100.0 100.0100.042" • • R877.0 100.0 100.0 100.0 100.0 IDD.O 100.0 87.0 100.0 100.0 87.0 100.0 • • 36' 39' 42" 45" 48' 51" 54' 120' 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87.0 100.0 100.0 87,0 100.0 100.0 B7.0 100.0 100.0 87.0 1 98.5 98.5 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) oil D.L.O. D.L.O. 119D7H 1410TH • • • • • • • Ov o� • • • • • • • • • • ••• • • • • • • • • • i 2: GLASS LOAD TABLES • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • :Trulite OLA89 d ALU MINUM 80 W DONS^ M1P9Avww.OulAecaun 800 FAIRWAY DRIVE, Sults 200 DEERFIELD BEACH, FL 33441 0.80043&81321 L 954-724-2093 Resistor 3000 ALUMINUM STOREFRONT WALL-LMI ©Resistor r RODUO7 SERIES ENGINEER: %INC MCY ENGINEERING, GL12;NG C( 85015W 124TH AVE. GTE. 205A MIAMI, FL 33193 P: (306) 271-0117 Iyer. ucY.F�e..,sg0•sOn _ __.. wnwAACYErONesuq.ean STAMP: ` Q1�oRx G'TRATION�: 9877 "y Gy6n b��'.�: ND f41AR�14 2014 cc ILI Lu PRODUCT CONTROL APPROVAL: lB with the Plm(da ode �2�ddG�) Delc R�'�'Y I: S.L. DRAWING Ne: 9-22-11 3 OF 7 1 AD11-20 MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL, DIMS. WIDTH (W) FRAME HEIGHT WITHOUT WITH REINFORCING REINFORCING EXT.(+) / INT.(-) EXT.(+) / INT.(-) 24" 30" 36" 42' 48" 54" 60" 66" 72" 78" 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 ' 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 84' 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 85.6 100.0 81.3 100.0 78.5 100.0 24" 30' 36" 42" 48" 54" 60" 66" 72" 90" 87.5 100.0 87.5 100.0 87.5 100.D 87.5 100.0 81.7 100.0 75.0 100.0 70.1 100.0 66.5 100.0 63.9 100.0 24' 30" 36" 42" 48' 54' 60' 66" 72' 96' 87.5 100.0 87.5 1 DO.0 64.4 100.0 73.9 100.0 66.3 100.0 60.7 100.0 56.4 100.0 53.2 100.0 50.8 100.0 24" 30' 36" 42' 48" 54" 60" 66" 72' 102" 87.5 100.0 82.6 100.0 69.9 100.0 61.0 100.0 54.6 100.0 49.8 100.0 46.1 95.9 43.3 90.0 - 85.6 MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT WITH REINFORCING REINFORCING WIDTH (W) FRAME HEIGHT EXT.(+) / INT.(-) EXT.(+) / INT.(-) 24" 30' 36' 42" 48' 54" 60" 88' 108' 85.7 100.0 69.3 100.0 58.5 100.0 51.0 100.0 45.5 94.7 41.4 86.1 38.2 79.5_ _ 35.7 '� 74.3 24" 30' 36" 42" 48" 54' 60" 114' 72.7 10010 58.7 100.0 49.6 100.0 43.1 89.7 38.4 79.8 34.8 72.4 32.0 66.7 24" 30" 36" 42' 46' 54' 60' 120" 62.2 100.0 50.2 100.0 42.3 BB.O 35.8 76.5 32.7 68.0 29.6 61.5 27.2 56.5 x 2 wt WIDTH (W) W1 (JAMB) li IN"4 Si IN'1 Ix IN"'4 Ria ALUM 4.0975 1.5088 ALUM 4.1419 1.8138 FRAME JAMB INTERMEDIATE DOOR MULLION MULLION WITHOUT REINFORCING 5= 2 W1 W2 I WIDTH (W) = W1 + W2 2 •• ••• • • • • • •• • •• • • • • ••• • ixlx M" S Si w3"4 Sx w3 • • U •1.1 6i 11� • • • • • ^u'0° °I �U•J JAL.. 1 6.6161 13.77.301 FRAME JAMB INTERMEDIATE DOOR MULLION MULLION WITH REINFORCING •0.0 • • • • • • • • • •SEP 3: MULLION LOAD CAPACITIES .... ....... . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . •Tru l ite OLA.$ A ALUMNUM.OLU110Ne^ h11pJAwTw.WElo.wm 800 FAIRWAY DRIVE, guile 200 DEERFIELD BEACH. FL 33441 p.AW 43P.8132 I L 854724-2063 PRODUCT. Resistor 3000 ALUMINUM STOREFRONT WALL-LMI V 8lGJ 1.74V1 ... u- $ERIE. I R-1 13.14.14/UPDATE TO 2010 FSCI ENGINEER: M MCY ENGINEERING, INC. GI AbNIGCO1,SL1.7A\T 8501 SW 124TH AVE. STE. 205A MIAMI, FL 33183 P.(305)271-011117 FmA: 11CY.En$i�uhple.mt wwx. E+• STAMP: MAR W 2014 ? _ "•8111111•" PRODUCT CONTROL APPROVAL• PRODUCE REVISED al complying with 0w Florid. Building Code Rxpira.Rco No (lf -C O t BXQir.lion Dot$ ,f,C1l4 I: S.L. DRA\WNG No: 4 OF 11 MULLION LOAD CAPACITY - PSF WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT WITH REINFORCING REINFORCING WIDTH (W) FRAME HEIGHT EXP.(+) / INT.(-) EXT.(+) / INT.(-) 24" 30' 36" 42" 48' 54" 60" 66" 72" 78" 87.5 100A 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 82.9 100.0 75.4 100.0 69.1 100,0 24" 30" 36" 42" 48" 54" 60" 66" 72" 64" 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 79.0 100.0 71.1 100.0 64.6 100.0 59.2 100.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 90" 87.5 100.0 87.5 100.0 87.5 100.0 83.1 100.0 72.7 100.0 64.6 100.0 58.2 100.0 52.9 100.0 48.5 100.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 96" 87.5 100.0 87.5 100.0 79.9 100.0 68.5 100.0 59.9 100.0 53.3 100.0 47.9 99.7 43.6 90.7 39.9 83.1 24' 30" 36" 42" 4 54" 60" 66" 72' 102" 87.5 100.0 79.9 100.0 66.6 100.0 57.1 100.0 50.0 100.0 44.4 92.4 40.0 83.1 36.3 75.6 '7777- 69.3 MULLION LOAD CAPACITY - PSF WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WIDTH (W) FRAME HEIGHT WITHOUT WITH REINFORCING REINFORCING EXT.(+) / INT.(-) EXT.(+) / INT.(-) 24" 30" 36" 42" 48" 54" 60" 66' 108" 84.2 100.0 67.3 100.0 56.1 100.0 48.1 100.0 42.1 87.5 37.4 77.8 33.7 70.0 30.6 63.7 24" 30" 36" 42" 48" 54" 60" 114" 71.6 100.0 57.3 100.0 47.7 99.3 40.9 85.1 35.8 74.4 31.8 66.2 28.6 59.6 24" 30" 36' 42" 48" 54" 60" 120" 61.4 100.0 49.1 100.0 40.9 85.1 35.1 72.9 30.7 63.8 27.3 56.7 24.5 51.1 FRAME JAMB INTERMEDIATE DOOR MULIION MULLION WITHOUT REINFORCING FRAME JAMB INTERMEDIATE DOOR MULLION MULLION WITH REINFORCING S x O x Nh+ Wt WIDTH (W) Wt (JAMB) WIDTH (W) = Wt + W2 2 •TRUUTE' DOORS SEE SEPARATE NM Ir �flll` I 1$�t i i 1�I ♦ I r1TF 'pi' 11) +7Max W1 + W2 ANCHORS REQD._/W1 W2 WIDTH (W) = 2 SEE DOOR NOA WIDTH (W) = 2 + 4 SEE MR in �w 3 >w •• I•••1 • I •W2 f • • •• 1 W • • • • WIDjK (W� a � • • •• ••• •• • • • •• SZEP•3:•MULLION LOAD CAPACITIES • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -",Trulite 0 LA69 k ALUM061N 80LUIIONe^ hBpdAwnv.lrulile.com 800 FAIRWAY DRIVE. SuBe 200 DEERFIELD BEACH, FL 33441 IResistor 3000 ALUMINUM STOREFRONT WALL-LMI r r.00ucr ceases REVN GATE/REMARKS Rer.1 J.14.14/UPDATE TO 2010 FOC ' ENGINEER: M C MCY ENGINEERING, INC. OLAZiNG CWSUCi7,4T 8501 SW 12478 AVE. STE. 206A MIAMI, FL 33183 P:(305) 271-0117 boa[MCY.Fi-wvQQ-m m waw.MC1'E•Meh•mn STAMP: .:llftl:i.. $ %s A.N. 266767r'� *.: • No 55983 " MAR 14 2014 G _SPATE n.' . h ONALE �7a.•'•!11!'441t,t PRODUCT CONTROL APPROVAL: PRODUCT REVISED . complying with tho FWdA Building Coda Acceplance No f "C3. 8xpiradw Dmo 2019 Miom ade Product Conym DRAWN: S.L. I DRAWING No: DATE: 9-12-I t 5 OF 11 MULLION LOAD CAPACITY - PSP MULLION LOAD CAPACITY - PSP AT DOUBLE DOOR WITH TRANSOM AT DOUBLE DOOR WITH TRANSOM WITHOUT WITHWITHOUT WITH NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DINS. RSINPORCING R87NFORCING WIDTHWIDTH REINFORCING RSWPORCING LENGTH LEN01H W.(+) EM,(+) WIDTH WIDTH LENGTH LENGTH EXQ-) EXT.(+) (WI) (W2) (A) (L) NT.(-) INT.(-) (WI) (W2) (A) (L) NT.(-) IW.(-) 65.0 87.5 30' W. 7tA 87.5 44.1 87,5 30' 38.3 80.0 M. 81.3 87.5 _ 68,1 87.5 33' 36.0 77.0 85.3 87.5 go. 36- a, 36' 1 35.5 74.2 39' 74.9 87.5 38.3 80.1 62.7 57.5 42' 39' 1 34.2 71.6 60.3 87.5 42' 42' 33.1 89.1 48' 48' 56.0 87.5 35.9 75.0 45' 31.0 84.7 52.3 57.51"'29.1 54' 54' 98' 102' - 60.9 98' 120'30' 71.833' 114' e{.6 87.534.7 77.0 87.5 30' J8.3 80.2 62.0 87.5 33- 33.2 69.3 596 87.5 72' 36' 71.3 87.5 85.7 87.5 72' 32.1 87.1 72, 36• 39' 57.5 87.5 37.1 77.6 MA 64,9 555 87.5 427 42' 42' 30.1 02.9 7/.8 72A 45' 328 60.6 51.8 07.5 28.3 59.2 417.8 87.0 48' 54' 54' aw 58.2 87.5 58.8 87.5 33' 31.0 64.8 $4.5 87.5 52.4 87.5 60' W. 30' 50.4 87.5 48A 87.5 39' 42' TOTAL N0. OF ANCHORS ANCHORS T DOOR MUWDN NERD 45.3 87.5 3Y 48' 35.5 74.3 TYPE AT OX. LRE AT DOOR �. 54- 96' 100' 42.4 87.5 A 4 B 3 2 38' 39' 30' 51 J 87.5 595 87.5 33' 42' 49.4 87.5 72' 38' 39 42' 'TRW TE' DOORS SEE SEPARATE NOA 47.6 87.5 46A 873 53.5 873 42' 40' 44.5 57.5 48' 41.7 .2 57 54' 90' 54' 50.1 87.5 58.2 82.1 =� 1 -_-/✓� - 120' 30' 46.2 87.5 44.4 87.5 42.8 87.5 60' 33' 36' 39' 33' ijp V'• '8F 7 41.2 08.2 58.3 8753N, 12' 46' 54'96' 114' J9A 83.2 ISI I - - 37.2 77.7\\ 34.9 72.9 36' b' 41.6 875 I 55.2 87.5 33' 36' 40.1 83,9 30.9 54.6 72' 36' 19' 38.8$1.1 37.5 75.4 GEN(W2) WIDTH (WI) 39' 42' 29.9 62.6 52.5 87.5 29.0 60.7 48' 74.1 71.3 TOTAL N0. JI.2 67.3 54' 48' ANg10RSAT DOOR MU WON SL TYPE AT OL LITEI AT ODOR 3 2 B 2 2 C 1 2 2 49.2 87.5 . 45' MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM AT DOUBLB DOOR WITH TRANSOM WITHOUT WITH WITHOUT WITH NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DIMS. REINFORCING RSWPORCING WIDTH (WI) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.(+) EKT.(+) IW.(-) 9I.(-) WIDiN (Wt) WIDM (W2) L171GM (A) lfNG7H (Ly EX7.(+) TNT.(-) INT.(-) 3D' 65.0 87.5 W. 44.1 87,5 33' 81.3 87.5 33- 42.6 87.5 41.1 85.9 39.6 82.9 6D' 36' 39' 78.0 87.5 60. SB' 39' 74.9 87.5 38.3 80.1 42' 72.1 875 42' 45' 48' 35.9 75.0 67.0 57.5 33.7 70.6 39.7 53.0 54' 90' go, 82.8 87.5 - 90' 114' 30' 77.0 87.5 30' J8.3 80.2 33- 74.0 87.5 33' 71.3 87.5 85.7 87.5 72' 36' 39' 72, 36• 39' 37.1 77.6 35.9 75-1 427 42' 7/.8 72A 86.3 87.5 328 60.6 48' 62.0 87.6 48' 54' 58.2 87.5 54' 31.0 64.8 30' 07.087.5 30' 36.9 77.1 33' 64.3 87.5 3Y 35.5 74.3 34.3 71.7 �. 36' 39' (1A 57.5 60' 38' 39' 595 87.5 33.1 69.2 42' 57.3 87.5 42' 32.0 67.0 53.5 873 30.0 62.8 40' 48' 54' 90' 102' 50.1 87.5 54' 90' 120' 28.3 59.2 60.5 87.5 3W 31.0 69.0 33' 58.3 8753N, 31.9 66.8 72- 36' I 55.2 87.5 36' 30.9 54.6 39' I 84.3 87.5 L 39' 29.9 62.6 52.5 87.5 29.0 60.7 42' 42' 48' 49.2 87.5 45' 27.4 57.1 46.3 87.5 54.0 87.5 54' 30' 33' 51.9 875 �. 36' 49.9 873 39 4&1 87S 42' 40.5 87.5 48' 43.4 87.5 ) 54' 90' 108' 40'8 85.3 48.5 87.5 W. 33' 46.8 87.5 72' 36' 45.2 87.5 39' 43.7 67.5 42' . 45' 54' • • • 4 4 7.5 • • • • • 59.5• 03.19• • • 37.6• • •70,5• . - = • •• ••• •• • • • •• • • i • • • • • • • • S'fEP• 3:•MULLION LOAD CAPACITIES • . . . . . • - •• . .- - ••• • • • •• . . . . . • • • • . •.. . . • ... . . Tru l ite 8LAWAALUMINIMBOLOIIOHa- httpJMw .taff.l9xcm 800 FAIRWAY DRIVE, Su to 200 DEERFIELD BEACH, FL 1141 p.800i528132 I L 9547244683 PRODUCT: Resistor 3000 ALUMINUM STOREFRONT WALL-LMI cResistor PRODOOT 8ER119 REVN I OAIE/RELIARKS Rev.1 3.14.14/UPDATE TO 2010 Fl ENGINEER: M- C MCY ENGINEERING, INC. _ G'.A2'NG COSSUI.(AWT 8501 SW 124TH AVE. STE. 205A MIAMI. FL 33183 P: (305) 271-0117 E.0 NCY.EryIRr,ip@eu.t e 71f: oven. .<aoxeu a Y, 01 MAR 1c4 2014 STATE ([/TSF 4 7rQGE /tI/IF III7 PRODUCT CONTROL APPROVAL: PRODLICF REVISED m complying With the Florida Building Code Aceeplanoc ND Q ,G( uDNon Date /f.0( q HY h(IMUI 9dC OQGC( (� I: S.L. ORA1'ANC No: '-22-" 6 OF 11 AD11-20 i MULLION LOAD CAPACITY - PSP MULLION LOAD CAPACITY - PEP AT DOUBLE DOOR WITH TRANSOM AT DOUBLE DOOR WITH TRANSOM WITHOUT WITH WITHOUT WITH WITHOUT WITH WITHOUT WITH NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DOLS. REINFORCING REINFORCING WIDTH WUTH IDIOM LLTY.iN FIR.(+) E2f.(4) WIDTN WIDM LENCWI LENCM E7W.(4) E1T.(+) (WI) (W2) (A) (I) IHT.(-) 9Wd-) (WI) (W2) (A) (I) 1NT.(-) INr.(-) 30' 30 . 87.5 87.5 87.5 67:5 30' W. 50.3 87.5 51.6 87.5 37• 33' I 87.5 875 87.5 87.5 3Y 33' 48.4 87.5 49.7 87.5 60' 36 87.5 87.5 87.5 87.5 60' 35' 46.7 87.5 47.9 87.5 39• 39 87,1 87.6 87.5 87.5 39' 39' 45.2 87.5 46.2 87.5 42' 42 83.9 87.5 87.2 87.5 42' 42" 43.7 87.5 44.7 87.5 48" 48' 78.3 87.5 81.0 87.6 48' 48' 41.0 8518 41,9 87.5 54' 54'84' 90' 75.7 87.5 34' 54' B4' 10B ' 39.4 82.4 30' 30' 90 87.5 87,5 87.5 67.5 30' X. t08' 44.9 87.5 46.2 87.5 33' 33' 85.4 67.5 67.5. 87.5 3Y 33' 43.5 87.5 44.7 87.5 72' 36• 82.3 873 86.1 673 72' 36' 42.1 87.5 43.2 87.5 39' 30' 79.5 873 83.0 87.5 39' 39' 40.8 65.4 41.9 87.5 42' 42. 76.9 873 80.1 87.5 42' 42' 39.8 82.8 40.6 84.9 48' 48' 72.1 87.5 74.9 87.5 45• 48' 37.4 76.2 38.3 60.0 54' 54' 87.6 87.5 70.3 87.5 54' 54' 35.4 74.1 36,2 75.7 JO' 30• 78.9 67.5 79.8 67.5 30' 30' 41.7 67.3 42.6 87.5 33' 1. 73.9 873 76.6 87.5 3Y 33' 40.2 84.2 41.1 85.9 60' 36' 71.1 87.5 73.7 873 50• 36' 38.9 61.3 39.6 B2.9 39' 39' 68.5 873 70.9 87.5 39" 39 37.6 76.6 36.3 80.1 42' 42' 69.2 67.5 68.4 87.5 42' 42' 36.4 78.1 37.1 77.5 48' 48' 61.9 87.5 63.8 87.5 18' 48' 34.2 71.5 348 72A 54' 54' 84' 98' 59.8 87.5 54' 54' 84' 114' 32.8 68.6 30' 30' 96' 69.1 87.5 72.0 87.5 , 30 130' 114- 37.2 77.9 38.1 79.7 33• 33' 65.7 87.5 69.4 87.5 33' }1' 38-1 75.4 36.9 77.1 72' 36' 64.4 87.5 68.9 873 72' 36' 34.9 73.1 - 35.7 74.7 39' 39' 62.3 87.5 84.7 87.5 39' 39' SS9 70.9 34.8 72.4 42' 42' 60.3 87.5 62.5 87.5 42' 42' 32.9 68.9 33.5 70.3 4a' 48'1 58.7 87.5 58.7 87.5 48' 40' 31.1 65.1 31.7 66.3 64' 54' 1 53.5 87.5 155.1 1 58.3 87,5 54' 54' 1 1 30.0 62.8 30" 30' 61.6 87.5 63.5 87.5 1' 35.7 74.7 33' 33.9 70:9 33' JB" 51.1 87.5 _87.5 57.1 87.5 M. 39' 34.5 72.1 60' 36' 39' 31.7 60.3 56.8 87.5 60• 38' 53.3 87.5 42' 30.7 64.2 33.3 6266 48' 39' 499 87.5 56.7 87.5_ 39' 32.2 67.3 54'- 27.2 57.0 42' 30" 80' 54.6 87.5 552 87.5 42' 33' 31.2 65.2 48' 33' 72' 51.2 87.5 48' 51A 67.5 72' 36' 29.4 fit's 29.3 61.2 39' 54' 84' l0Y 45.1 87.5 54- 84' 120' 27.6 57.8 42' 27.7 58.0 30' 9)g• • • 57.1 87.5 4v 7.5 30' S4' 31.9 86.8 • 33' 55.1 87.6 33' 30.9 64.5 72' 38' • • • • • • • • 53.2 87.5 72' 36' 29.9 62.6 39' •• ••• 51.5 87.5 • • • •• 39' 29.0 60.7 42' 49.9 87.5 47.' 28.2 59.0 48' 469 87,S 48' 26.6 55.7 54' 44.3 87.5 MULLION LOAD CAPACITY - PSP MULLION LOAD CAPACITY -..PSB AT DOUBLE DOOR WITH TRANSOM AT DOUBLE DOOR WITH TRANSOM WITHOUT WITH WITHOUT WITH NOMINAL DINS. REINFORCING REINFORCING NOMINAL DIMS. REINFORCING REINFORCING WIDTH YADWI LENCIN LENGiH E#.(+) EX1.(+) WD1H WIOTN LI776M LENCR7 E%E.(+) EXL(+) (W1) (W2) (A) (L) IM.(-) M1.(-) (WI) (W2) (A) (L) IML(-) IM,(-) 30' . 87.5 87.5 30' 50.3 87.5 37• I 87.5 875 3Y 48.4 87.5 60' M. 87.5 87.5 60' 36' 46.7 87.5 39• 87,1 87.6 39' 45.2 87.5 42' 83.9 87.5 42' 43.7 87.5 48" 78.3 87.5 48' 41.0 8518 54' 73.3 87.5 34' 38.6 BOA 30' 80- 90 87.5 87,5 30' W. t08' 44.9 87.5 33' 85.4 67.5 3Y 43.5 87.5 72' 36' 82.3 873 72` 38" 42.1 87.5 39' 79.5 873 39' 40.8 65.4 42' 76.9 873 42' 39.8 82.8 48' 72.1 87.5 45• 37.4 76.2 54' 87.6 87.5 54' 35.4 74.1 JO' 78.9 67.5 30' 41.7 67.3 33' 73.9 873 3Y 40.2 84.2 60' 36' 71.1 87.5 60' 36' 38.9 61.3 39' 68.5 873 39" 37.6 76.6 42' 69.2 67.5 42' 36.4 78.1 48' 61.9 87.5 18' 34.2 71.5 54' 55.1 87.5 54' 32.2 67.4 30' 80' 96' 69.1 87.5 30 80" 114- 37.2 77.9 33• 65.7 87.5 33' 38-1 75.4 72' 36' 64.4 87.5 72- 36' 34.9 73.1 - 39' 62.3 87.5 39' SS9 70.9 42' 60.3 87.5 42' 32.9 68.9 4a' 58.7 87.5 48' 31.1 65.1 64' 1 53.5 87.5 155.1 54' 29.5 61.7 30" 61.6 87.5 30- 35.1 73.5 33' 59.3_ 33' 33.9 70:9 80' JB" _87.5 57.1 87.5 60• 36' 32.8 68.5 39' 87.5 39' 31.7 60.3 42' 53.3 87.5 42' 30.7 64.2 48' 499 87.5 48' 28.9 60.4 54' 47.0 87.5 54'- 27.2 57.0 30" 80' 102' 552 87.5 80' 120' 30' 31.3 65.5 33' 53.3 87.5 33' 72' 36' 51A 67.5 72' 36' 29.4 fit's 39' 49.9 87.5 30' 28.5 59.7 87.5 42' 27.7 58.0 9)g• • • • 4v 7.5 48' 26.2 54.9 S4' • •13.7 • 07.5 • • • • • • • • • • • • •• ••• •• • • • •• I lTru l ite GLASS 6 ALUMINUM 6OLWTIOIK` htlp:lAYW W.IruMa9um 800 FAIRWAY DRIVE, SWIG 200 DEERFIELD BEACH, FL 33441 P. DW -432.81321 L 954.724.2053 Resistor 3000 ALUMINUM STOREFRONT WALL-LMI oResistor PRODu CT BER149 I R -I ( 3.14.14/UPDATE TO 2010 F13CI ENGINEER: M C MCY ENGINEERING, INC. GLIieiNG CCWSUI.1ffiIT 8501 SW 124TH AVE. STE. 205A MIAMI, FL 33193 P: (305) 271-0117 E-1: IICYT.Qlno 9•®aA -Ac L•rY- STAMP• SLL .13 SRE ,yg fro: MARA 4 2014 * f -I- K// STATE OF, eriCt71� PRODUCT CONTROL APPROVAL: PRODUCT' REVISED 6s complyini; with the T'Wda Building Code Acccplauco NO) i L'a irdial Detepl�j�(l/9 R((I611�D�de P(k oducl onNbl • • • • • • DRAWN: S.L. GNAWING No: • • • • • • • • • • • • STEP 3: MULLION LOAD CAPACITIES DATE.- 9-zz-11 7 OF 11 • • • • • • • • • • • DWG: ADII-20 _ _ fir• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' ANCHOR LOAD CAPACITY - PSP FRME E7O.(i) & IM.(-) INTER YRULRE' DOORS IML HORIZONTAL .SEE SEPARATE NOMINAL DIMS. ANCBOlt9 lYPH 'A' ANCHORS TYPE 'B'AHCH00.47YPH 'C' HORIZONTR12ONT AL NOA WIDTH (W) FRAME HEI 'A2' 'A3' 'M' 'HZ' 'B5 'C2' 'C3' 24' 100.0 IOD.O 100.0 100.0 100.0 100.0 tOO.0 i d 30' 9a.4 100.0 100.0 100.0 100.0 100.0 100.0 J0' 82A 100.0 700.0 100.0 100.0 100.0 100.0 \1 42' 114• 71.0 100.0 100.0 92.9 100.0 95.0 fOD.O 4¢ sr.. Ctf 48- 62,1 93.2 100.0 80.8 100.0 83.2 100.0 54- $5.2 62.8 100.0 71.9 100.0 73.9 100.0 60 49.7 74.5 99.4 84.7 97.0 66.5 99.8 I W1 W2 W3 I WI W2 Y/3 21' 100.0 100.0 100.0 100.0 IODA IOOA 100.0 30' 94.4 100.0 1 6,0 .100.0 100.0 100.0 1000 MOTH (W) - WI WIDTH (W) - WI 36' 78.7 t00.0 1 0.0 180.0 100.0 100,0 100.0 AT FRAME JAMB AT FN.YE AAIB 42' 120' 67.4 100.0 100.0 87.8 100.0 90.3 100.0 48' 59.0 88.5 100.0 78.8 100.0 79.0 100.0 WIDTH (Y7) - WZ + WJ WIDTH (W) - W2 + W3 54' 52.4 78.] 100.0 68.3 100.0 70.2 100,0 AT FMME NVLWN 2 AT F1tAME MULU0.V 2 So, 47.2 70.8 94.4 61.4 92.2 63.2 94.8 YRUIHE' DOORS YRUtRE' DOORS SEE SEPARATE NCA SEE SEPARATE NDA 1- t I \ 1 iVi \ I ,p I 3: a0y '1• :P0: I I W J L I WI �W2 �- W3 _I Wl W2 W3 WIDTH (W) - WI WIDTH (Y7) Wl Hi,LME JAMB AT FRAME JAVB ANCHORS TYPES: SEE SHEET 9 FOR DESCRIPTOR AZ a (2) ANCHORS TYPE W AT JAMB OR EACH SIDE OF MULLION"0TM (W) _ W2 + W3 WIDTHWIDTH (") _ W2 + W3 A3 - (3) ANCHORS TYPE 'A' AT JAMB OR EACH SIDE OF MULLION 1 2 2 AT FRAME MULLION AT FRAME MULUON A4 - (4) ANCHORS TYPE 'A' AT JAMB OR EACH SIDE OF MULLION B2 = (2) ANCHORS TYPE 'e' AT JAMB OR EACH SIDE OF MULLION B3 - (3) ANCHORS TYPE '8' AT JAMB OR EACH SIDE OF MULLION C2 = (2) ANCHORS TYPE 'C' AT JAMB OR EACH SIDE OF MULLWN C3 (3) ANCHORS TYPE 'C' AT JAMB DR EACH SIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. II I IDH tE m q' 4" 4' , 1 , , 3' III 1 '�' ITS• •F • 4/ 3•• J• I i Y • • • Ira • • 3. 3' ---WWi J• • • • 1 3/4• • 1 3/4• • J• • 3 i 3/4• 1 3/4' • • • • 1 R. • • 1 3'4• • • • A2. B2, C2 A3. 133. C3 A4 • • • • • • • • • • • • • STEP 4: ANCHOR LOAD CAPACITY • • • • • • • • • • • • • • • • • V ■ ru 1tY OLA99AAWN91UN80LVII0118" h11p1AvvmtWffie.mm 800 FAIRWAY DRIVE, BUHe 200 DEERFIELD BEACH, FL 33441 P.80D432810216954-7242083 ANCHOR LOAD CAPACITY - PSF E7(L(i) $ IM.(-) NOMINAL DIMS. ANANCHORSI'YPB 'A' ANCHO987YPE 'B'AIfCflOPA TIPS 'C' LR ME NTOHT 'A2' 'A3' 'A4' 'B2' 'B3' 'C2' 'C3' r42 68' 72• 7B IODA 100.0 100.0 IOD.O 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 IOOA 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 IOD.O 100.0 100.0 Resistor 3000 ALUMINUM STOREFRONT WALL-LMI 90.8 100.0 100.0 100.0 100.0 IOD.O 100.0 80.7 100.0 100.0 100.0 100.0 100.0 100.0 72.6 100.0 100.0 94.5 100.0 97.2 100.0 88.0 99.0 100-0 83.9 100.0 88.9 100.0 Eos 90.8 100.0 78.8 100.0 81.0 100.0 24' 30' 36' 42- 48' 54' 60' 88' 72- 84' 100.0 100.0 100.0 100.0 tOD.O 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.3 100.0 100.0 100.0 100.0 IOOA 100.0 oRes(stor p 8 D P u 0 T a B R I c 6 84.3 100.0 100.0 100.0 100.0 100.0 100.0 74.9 100.0 100.0 97.5 100.0 I00A 100.0 67.4 100.0 100.0 87.8 IC0.0 90.3 100.0 REM GATE/REMARKS 61.3 91.9 100.0 79.8 100.0 82.1 100.0 ReY.i 3.14.14/UPDATE TO 2010 FBC 56.2 84.3 WOO 73.1 100.0 75.2 100.0 24' 30' Se- 42' 48' 54' 8o' 66 72• 90' 100.0 100.0 100.0 100.0 100.0 I00.0 100.0 100.0 100.0 10D.0 100.0 100.0 100.0 100.0 ENGINEER: M C MCYENGINEERING, INC. gil?.VO CONSULT.4a7' 100.0 100,0 100.0 100.0 100.0 100.0 100.0 69.9 100.0 100.0 100.0 100.0 100.0 100.0�_ 78.7 100.0 100.0 100.0 100.0 100.0 100.0 69.9 100.0 100.0 91.0 100.0 93.6 100.0 82.9 84.4 100.0 81.9 100.0 64.3 100.0 8501 SW 124TH AVE. STE, 206A MIAMI. FL 33183 P. P:(305)271-0117 wxRJ SI9e1Yy.ro,n 57.2 B6.8 100,0 74.5 100.0 76.6 100.0 52.4 78.7 100.0 66.3 100.0 70.2 100.0 29' 30' 30 42' 48• K' 60' 66' 72• 96' IOD.O 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 00.0 100.0 1 O.O' 98.3 100.0 IO100.0 100.0 100.0 100.0 STAMP: YL1•• �/1/} `,NOR PP"855983 ',-IN ]} J••2�F5�83 �.'>] MAR 20 4 Lr '^ / AAll;ftt!l14.5- k"' it 84-3 100.0 100.0 100.0 100.0 100.0 100.0 73.8 100.0 IOD.D 96.0 100.0 98.8 100.0 85.6 96.3 IOD.0 85.3 100.0 87.8 100.0 59.0 88.5 100.0 78.8 100.0 79.0 100,0 53.8 80.5 100.0 69.8 100.0 71.8 100.0 49.2 73.8 98,3 64.0 96.0 65.8 98.8 2P 3D• 38 42• 4B' 54' 80• 68 ]2' 102' 100.0 /00.0 100.0 100.0 100.0 100.0 100.0 Ioe.o loan 100.0 I000 100.0 100.0 loco 92.5 100.0 100.0 1110.0 100.0 100.0 100.0 100.0 100.0 10 100.0 100.0 59.4 4 92.9 69.9 100.0 100.0 90.4 100.0 92.9 100.0 61.7 92.5 100.0 81.3 100.0 82.6 100.0 PRODUCT CONTROL APPROVAL: PRODUCT REVISL•D re c ,plying with the rWda ng Code Aciep Acceptance No epi pliM1 D. jwll� RY Ati1D Product Cobol L 55.8 83.3 100.0 72.3 100.0 74.4 100.0 50.5 75.7 100.0 65.7 98.8 67.6 100.0 48.3 89.4 92.3 80.1 90.4 82.0 92.9 24- 30' 36 41' 48' 54 60' 66' IQB' 100.0 100.0 100.0 100.0- 100.0 100.0 100.0 IWO 100.0 IOD.O 100.0 100.0 IBOX 100.0 87.4 100.0 IOOA 100.0 100.0 100.0 100.0 74.9 100.0 IOOA 97.6 100.0 100.0 100.0 65.6 98.3 100.0 85.3 100.0 87.8 100.0 W.3 87.4 100.0 7S9 100.0 78.0 IWO 32.4 76.7 100.0 683 fMM 70.2 1ODA 47.7 71.5 95.4 62.1 93.1 83.8 95.8 DRAWN: S.L. DRAWING No: g OF 11 °ATE; a-z2-11 DIY°: ADII-20 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELLV. FOR SPACING — METAL STRUCTURE ttPICAL ANCHORS IYOOD BUCKS AND METAL STRUCTURES NOT BY TRUUTE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THO4 To 7HE BUILDING STRUCTURE. TYPICAL ANCHORS: SFE FI EVATIONS FOR SPACING TYKE 'A' 1/4" DA I TRA ON BY 'ELCO' (Fu 177 KSI, Fy=155 KSI) INTO 26Y WOOD BUCKS OR W000 STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD INTO CONC. THRU WOODBUCKS INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. DQE 'R' 1 /4" OIA U TRACON BY 'ELCO' (Fu 177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE OR MASONRY 1-5/8" MIN. EMBED INTO CONCRETE OR MASONRY. TYPE 'C' i4 SMS OR SELF DRILUNG SCREWS (GRADE 2 CRS) � Trulite GLASS AALUMItmUSOLUTIONe- hllj;Y.lM W.Wrda-m 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800-432$1321 L 954-724-2083 PRODUCT: Resistor 3000 ALUMINUM STOREFRONT WALL-LMI oResistor •eODUOT ttallB q.1REVN DATE/REMARKS 3.14.14/UPDATE TO 2010 FBG ENGINEER: %INC MCY ENGINEERING, OLAZ;NG CONSUT.TAN-i 8501 SW 124TH AVE. STE. 205A MIAMI, FL 33183 P. W5) 271-0117 Fmot: Mcv.EnOFwrp®a8ro1 r------- _---- —__ INTO MWMI-DADE COl1Ntt APPROVED MULLIONS „� cwt a=�V041,1 -•, liIAW-DADE COUNTY APPROVED it (1/8" THK. MIN.) INTO METAL STRUCTURE. ry1}N.62g?d3 MULLION do MULLION ANCHORS I .A IISEE SEPARATE NOA II Y STEEL 12 GA. MIN. (Fy --36 KSI MIN.) MAR !c4 2014 II EDGE DISTANCE �l ALUMINUM : 1/8" THK. MIN. (6063 -TS MIN.) %Irl (STEEL IN CONTACT WRH ALUMINUM TO BE PLATED OR PAIN7E0)STATE TYPICAL EDGE DISTANCE �NA1kL INTO CONCRETE AND MASONRY = 2-1/2" MIN. 1 INTO WOOD STRUCTURE - Y MIN. PRODUCT CONTROL APPROVAL: INTO METAL STRUCTURE = 3/4' MIN. $ TYPICAL ANCHORS CONCRETE f'C = 3000 PSI MIN. pRODUCT RBVISED SEE ELEV. FOR C-90 HOLLOW/FLLED BLOCK Ym = 2000 PSI MIN. m complying with the Floe SPACING D.Rding Cade O • • 000 • • • • • • • Acceptance No ,1 �+ • • • • SR6EA ANl!TSi • 8xpire{{{UonDato • : • :: • • : SLA7 G pATFp E SILL SFALFA TO GLASS WITH SILICONE T;q • • • • jFF'' GC�j1 NS 6iiR 88 OR 6C. ProductCw!(Wm RN S LtD WITH DOW CORNING 999 OR EQUAL COMPATIBLE. DRAWN: S.L. I DRAWING No: THIS PRODUCT MAYBE INSTAL4ED 1 E OR Q �ID� u•L�1ZED • • • • IS • DATE: 9-22-11 • • • • • • • •. _ Dwc: Aon -2o 90F11 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • YA MAX. FRAY.E GAP HEIGHT WIN. MAX. 80' 3/18' 1/2' 72' 1/4' 1/2' 84' 1/4" 1/2' 98' 3/8" 1/21/2"08, 3/8" 1/2" 120' 1/2' 1/2' MAX. FRAME MAX. GAP AT WIDTH EACH SIDE 30 FT. 1-1/8' 80 FT. 1-1/8" ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. EXTERIOR OR INTERIOR AGP-154 IEETS 11 � Tru I. Y `e MUMI-RADE COUNTY APPROVED DOOR BY 'TRULNL' SEE SEPARATE NOA FOR DOOR RATING AND DETAILS _______________ r^ '-j' • ••: �MIq,T2.-24M: _ •'' • • • • • • • • • • • • • • • • t �-1 j!.•3 MHOS! • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • latipmw1T.1'aw rn 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 P. 800 43"13211.854.724-2083 PRODUCT: Resistor 3000 ALUMINUM STOREFRONT WALL -t. MI V aOeUOT .ERIE. ENGINEER: M MCY ENGINEERING, INC. GLALN'G COr:SLLTP.�T 8801 SW 124TH AVE. STE, 205A MIAMI, FL 33183 P. (308) 271-0117 E002: NOY.Ee01,w3re�e0s1 T�,YrawwE STAMP: w NV�F (iATi� . 28 NO 5 * MAR 14 2014 i a (� "r"pfONN\-r'// PRODUCT CONTROL APPROVAL: PRODUCE REVISBD a co 'Plying with the Hurl& Building Code A—Pleoce No 1 Cxiihadon Date 20f y Mietn .de Product (r DRAWN: S.L. OF1AV11NC No: DATE. 9-22-11 10 OF 11 DWG: ADI 1-20 BILL OF MATERIALS Cpl A. HEAD ASSEMBLY A Y ■ � T■ u I ite 0 LASS a ALUMPNM SOLUTIONS" hlip'1twW Anditemin BOO FAIRWAY DRIVE, SWle 200 DEERFIELD BEACH, FL 39141 p. 606432-0,3211.651.7242083 ITS eTr. PROFILE DESCRIPTION MATERIAL MANUFACTKSER/REMAR I AS REDO. 3001 FRAME HFAO/SILL/JIMU ALUM. 6063-T6 1RULRE 2 AS REOD. 3002 INTERMEDIATE MULLION (VERT/HOMZ) ALUM. 8063-T6 1RULNE 3 AS REOD. 3003 GLAZING STOP ALUM, 6063 -TO IRULAE 4 1/ CORNER 3004A SHEAR 8LOCK ALUM. 6063-T6 1' LONG 5 AS REOD. H-63 OWEING GASKET EPOM PRODUCT: Resistor 3000 ALUMINUM SA REOD. OC995 SILICONE SFALART S AS WORE DOW CORNING 80 AS REOD. SSG4000 SIUCONE SEALANT SILICONE GE (MOMFRTNE) BC AS RED, PR CLGAZE SILICONE SEALANT SILICONE TROACO 7 2/ CORNER Su, %2-24 x 3/4' FLAT HEAD THREAD CUTTING - _I scREws STOREFRONT WALL-LMI 8 2/ EARNER P73- 1/2-20 x 1-1/2' PAN HEAD MACHINE SCREWS - - 9 V2100 GLAZING FOAM TAPE NORTON 9A - V2200 GLAZING FOAM TAPE - NORTON oResistor P a o e e c T e e n I c a W AS REDD. - SLTLWG BLOCK (1/Y x 1/6' x e LONG) EPJ11 10A AS READ. "620 5EMNG BLOCK 0/2' x 1/4' x 4' LONG) EP. _ 11 AS REOD. 3004A ALUMWUM REINFORCEMENT µVM. 6063 -TB TRULITE REVN GATE/REMARKS Re,I 3.14.14/UPDATE TO 2010 FDC 4.600 260 �— 3.971 ENGINEER: M O MCY ENGINEERING, INC. _i GLk7NG COh'SLR: i ALV T 8501 SW 124TH AVE. STE.205A 969 s.Doz B.INTERM. HORIZONTAL c'I-r MIAMI, FL 33183 2.760 P:(306)271-0117 Emil: F�Y.FVkM **@fiarA .195 Of FRAME HM/SILL/JAMB O SHEAR BLOCK { r.MvrAICYE IFv— S7wN �,\NA�N N 0�(WT%I. STRATI 4.600 r` ® FE QQ� : v�ANj�g77 C ,• 3 MAR 1"4 2qj —� G�.F S1oNP R ® 1 A 76r 9rT CFTTa�. PRODUCT CONTROL APPROVAL: 2.760 � � 126 O FRAME INTERMEDIATE MULUON O WEDGE -IN GASKET • • • • • • • • • 'ROOUCI KtVISELI RT complying 1vith the Niorldn Building Code Acccp"m No ft IN Da Q� .BID .961 2.046 —r • • • • • • • • • • • • • • : • • • • Mienll ado Woduet- ; GENERAL NOTE:`..% 063 1. GLASS NOT SHOWN FOR CLARITY. 2. FRAME AND PANEL CORNERS. INSTALLATION SCREWS ANDALL METAL PARTS CONNECTIONS TO DRAWING No: 1.000 I- 2'97e —�1 • • • • • • •E SE19WRH CLEAR COLORED SEALANT. GLAZING STOP (9/16" GLASS) it C. SILL ASSEMBLY• • •• • • • • • •11 OF 11 SPA1vMN.:S,,L. 1-20 REINFORCEMENT •• • • • • • •• • •: ••• • -•- -• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TRULITE GLASS * ALUMINUM SOLUTIONS SERIES 35 1 X OUTSWING OVERSIZED ENTRANCE DOOR OF ANC'IOR w REOLI:RPD O °MAX. s 7 48" MAX. FRAME WIDTH 47 3/4" MAX. 47 3/4" MAX. n5 neMl•Tr � rrc , r>C +85.0 PSF 5 a O DOOR OPENING DOOR OPENING 1 DA 0 4 ONLY. 37 I /2" MAX. L. 0. 37 112" MAX. D.L.O. C" MAX. N o w 6C" COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALSSHALL MEET THE MAX. REQUIREMENTS OFYRE 50r?LI)ITI:N P,-OF�[t pUI-:)IN: C( I1 `2014) 19 I /2" 3' • ULTIMATE DE51GN LOAD OBTAINED FROM A5CE 7- 10. MULTIPLY BY O.G. SHALL BE LE55 Q 53 1/4" MAX. w FRAME WIDTH 48" MAX. n5 neMl•Tr � rrc , r>C +85.0 PSF DOOR OPENING 37 1/2" MAX. 1 DA 0 THE 5TH EDITION FLORIDA BUILDING CODE (2014) INCLUDING HIGH VELOCITY HURRICANE ONLY. ZONE (HVHZ). C" MAX. 1 9 112" • DOOR5 ARE RATED FOR LARGE M1551LL IMPACT SHUTTERS OR EXTERNAL PROTECTION FROM ENDS MAX. O.C. -FROM ENDS MAX. O.C. rne .Eau,P.ED AT MTc � z � z HINGE LAYOUT TYPICAL EXTERIOR ELEVATION (XX) A s TYPICAL EXTERIOR ELEVATION (X) ACTIVE/INACTIVE PANEL oOODE51GN w LOADS90 I� O� SI.LS `X1:M'": AifOVt OH SMA4LY�1 GENERAL NOTE5: n5 neMl•Tr � rrc , r>C +85.0 PSF - 85.0 P5F 1 A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD THE 5TH EDITION FLORIDA BUILDING CODE (2014) INCLUDING HIGH VELOCITY HURRICANE ONLY. ZONE (HVHZ). • MATERIALS INCLUDING BUT NOT LIMITED TO 5TEEUMETAL SCREWS. THAT • DOOR5 ARE RATED FOR LARGE M1551LL IMPACT SHUTTERS OR EXTERNAL PROTECTION COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALSSHALL MEET THE DEVICES ARE NOT REQUIRED. REQUIREMENTS OFYRE 50r?LI)ITI:N P,-OF�[t pUI-:)IN: C( I1 `2014) SECTION AS APPI=CABLE• • • • • • • • • ULTIMATE DE51GN LOAD OBTAINED FROM A5CE 7- 10. MULTIPLY BY O.G. SHALL BE LE55 • • • • • • • • • • • THAN OR EQUAL TO MAX. DE51GN LOAD IN THE DOCUMENT • ANCHORS SHALL BE 4-1 L15TE@, -*ACID A6 500V•J O•J DETAIL6. ANCHORS EMBEDMENT TO W,6E MCfRR•.L 51110L BE E0'YONS WALL 19!ZZ551NG OR • DOOR5 NOT APPROVED FOR INSTALLATION WHERE WATER INFILTRATION 15 REQUIRED. STUCCO. • I X OR 2X WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS HARDWARE I J77 ADAMS RITE SERBS 2 FiOINT LOC•HAWDVIIINRL•AT INA(WIVL•PAIieL0 • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF STANDARD NPP MTT H•JGE 4-1/26 X RHA 7EMA793-.12D• • • THIS APPROVAL I '.IJ) • •� ••• • •• •• • I — I i C H U' D2 1A D2 9 f > D2 3A [ w 4 w ¢ w Q MID RAIL D' 4 t xz W ¢ w D2 1 t" > D2 OPTIONAL�0 O - - N QN N K -- 0 STD I"PUSH/ N - _ - STD"PUSH - - °- p PULL BAR � \ • r @ - w v_ p PULL BAR t � Cw7 LNACHV\E" j � ✓ ACTIVE m I ACTIVE J. I I G" MAX. 119 1 /2"1 Yf �IOR MOP A4C'10R (] G" MAX. �11 9 112", N 0 FROM ENDS MAX. O.C. -FROM ENDS MAX. O.C. rne .Eau,P.ED AT MTc � z � z HINGE LAYOUT TYPICAL EXTERIOR ELEVATION (XX) A s TYPICAL EXTERIOR ELEVATION (X) ACTIVE/INACTIVE PANEL oOODE51GN w LOADS90 I� O� SI.LS `X1:M'": AifOVt OH SMA4LY�1 GENERAL NOTE5: n5 neMl•Tr � rrc , r>C +85.0 PSF - 85.0 P5F • THIS PRODUCT HA5 BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD THE 5TH EDITION FLORIDA BUILDING CODE (2014) INCLUDING HIGH VELOCITY HURRICANE ONLY. ZONE (HVHZ). • MATERIALS INCLUDING BUT NOT LIMITED TO 5TEEUMETAL SCREWS. THAT • DOOR5 ARE RATED FOR LARGE M1551LL IMPACT SHUTTERS OR EXTERNAL PROTECTION COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALSSHALL MEET THE DEVICES ARE NOT REQUIRED. REQUIREMENTS OFYRE 50r?LI)ITI:N P,-OF�[t pUI-:)IN: C( I1 `2014) SECTION AS APPI=CABLE• • • • • • • • • ULTIMATE DE51GN LOAD OBTAINED FROM A5CE 7- 10. MULTIPLY BY O.G. SHALL BE LE55 • • • • • • • • • • • THAN OR EQUAL TO MAX. DE51GN LOAD IN THE DOCUMENT • ANCHORS SHALL BE 4-1 L15TE@, -*ACID A6 500V•J O•J DETAIL6. ANCHORS EMBEDMENT TO W,6E MCfRR•.L 51110L BE E0'YONS WALL 19!ZZ551NG OR • DOOR5 NOT APPROVED FOR INSTALLATION WHERE WATER INFILTRATION 15 REQUIRED. STUCCO. • I X OR 2X WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS HARDWARE TO THE STRUCTURE, TO BE REVIEWED BY BUILDING OFFICIAL. ADAMS RITE 5ERJ5 ,•6?J4IT LOCK 4ARDWA4�E AT ACTIV• PANEL•,ND ADAMS RITE SERBS 2 FiOINT LOC•HAWDVIIINRL•AT INA(WIVL•PAIieL0 • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF STANDARD NPP MTT H•JGE 4-1/26 X RHA 7EMA793-.12D• • • THIS APPROVAL • • • _ • • • • • • • • ••• • • • • •� ••• • •• •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Tru I ite GLASS & ALUMINUM _OL—N5 http.//—lxulite.- 403 WESTPARK CT. SUITE 201 PEACHTREE CITY, GA 30269 p. 800-032813211 951-724-2083 PRODUCE. 351X SERIES OUTSWING OVERSIZED ENTRANCE DOORS ( LARGE MISSILE IMPACT) ENMEElt MCY ENGINEERING, INC. � f"N 8501 SW 124 Ave. Sle, 205A MIAMI, FL 33183 P: 305-271-0117 E—L MCY Eq—fi"'@.t al — MCYE9i-.,, — STAMP: ..•1, po - it% February 24th, 2017 FURM APPRDVAL: FL# 21892 DPA ftYANE7 DALE: 02-1`1 1 OF 7 DIQ ADI/ -33 13 1 22 DETAIL 10 DI 16 2 11 \J 17 , �I �{ 17 THRESHOLD OPTIONS " \, / • • TYPICAL ANCHOR I"- 5EE ELEVATION FOR ONCRETE 5PACING • • 'c=,3000`p51 rp N MIN. EDGE DIST. m CONCRETE Call fc = 3000p 5i MIN. :5 23 13 1 22 DETAIL 10 DI 16 2 11 \J 17 , �I �{ 17 THRESHOLD OPTIONS " \, / • • MIN. EDGE Tm I"- 2 DETAIL ONCRETE TYPICAL ANCHOR • • 'c=,3000`p51 5EE ELEVATION FOR SPACING Call l ;1 I ® 13 1 22 DETAIL 10 DI 16 2 11 \J 17 , �I �{ 17 THRESHOLD OPTIONS " \, / • • MIN. EDGE Tm 2 DETAIL ONCRETE TYPICAL ANCHOR • • 'c=,3000`p51 5EE ELEVATION FOR SPACING R _ { MIN. EDGE D15T. a 5PACING ELEVATION FOR N Irj Z o CRETE CONE Pc - 30W/p51 MiN. I I I/16" 5" • • • • • • • • • • . . . • . • . • . . . . . _ . ._ •_ . • • . . .•. • ....... . . . • • . . . . . • . .. .• . • . .• .• OR 18 DETAIL D I OPTION A DETAIL D I OPTION '4` Tru I ite G.ASS & A(. IMINUM SO�.U110N5 hftp1/www.tr,lite.com 403 WESTPARK CT. SUITE 201 PEACHTREE CITY, GA 30269 p. 800-032-8132 It. 984-724-2083 PROD=. 351X SERIES OUTSWING OVERSIZED ENTRANCE DOORS ( LARGE MISSILE IMPACT) ENOD+EEM %ljNC..Nl MCY ENGINEERING, m ,,At 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P: 305-271-0117 Email: MCY.Enginenring(�all.nal w MCYEnginearing mm STAMP. ._jjj#j. _ February 24th, 2017 FLORMA APPROVAL: FL# 21892 DRUftYANET "'E 02-14-1 2 OF 7 IwC: A01e-33 SI 5f TYPIrAI aNrHnR 3 DETAIL D2 TYPICAL ANCHOR SEE ELEVATION FOR SPACING 1q O 1B \ . I .EMBED N ,N � � d � N SILICONE 5EALANT. EXTERIOR /16" 3 I/16" 1 1/4" 1 D.L.O. MIN. F. W. (__3_), DETAIL D2 OPTION 4 DETAIL D2 r5_), DETAIL D2 TYPICAL ANCHOR SEE ELEVATION FOR PACING 1 N • - • • • I , ;EXTERIOR WA 51 ,,yy•��NE• • ALf{NT. • • •1/4* / rl/16" I/4" ••• S MIN. MIN. 3/ ".1 - F.W. - HIM • ••• ' • EXTERIOR /16" 3 I/16" 1 1/4" 1 D.L.O. MIN. F. W. (__3_), DETAIL D2 OPTION 4 DETAIL D2 r5_), DETAIL D2 TYPICAL ANCHOR SEE ELEVATION FOR PACING 1 N • - • • • ;EXTERIOR WA 51 ,,yy•��NE• • ALf{NT. • • •1/4* / rl/16" I/4" ••• S MIN. MIN. 3/ ".1 IAX. F.W. HIM ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANT Tru I ite GLASS 3.. Jmlw. SOLUTIO. http://w .trulite.mm 403 WESTPARK CT. SUITE 201 PEACHTREE CITY, GA 30269 p. 800-032-81321[.954-724-2083 I'mulCr. 351X SERIES OUTSWING OVERSIZED ENTRANCE DOORS ( LARGE MISSILE IMPACT) ENGINEM MCY ENGINEERING, INC. 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P: 305-271-0117 EmailMCY. Engi... n q@ail.nn( w MCYEngineeri 9 mm STAMP. _,,,.11441181 - No v - February 24th, 2017 FUR" APPWVAL. FL# 21892 DRMftYANEr )AT" 02" 3 OF 7 )ING: ADIG-33 ;EXTERIOR 51 ,,yy•��NE• • ALf{NT. • • •1/4* / rl/16" I/4" ••• S MIN. MIN. 3/ ".1 IAX. F.W. HIM • ••• ' • • DETAIL see o 111, 00 111 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANT Tru I ite GLASS 3.. Jmlw. SOLUTIO. http://w .trulite.mm 403 WESTPARK CT. SUITE 201 PEACHTREE CITY, GA 30269 p. 800-032-81321[.954-724-2083 I'mulCr. 351X SERIES OUTSWING OVERSIZED ENTRANCE DOORS ( LARGE MISSILE IMPACT) ENGINEM MCY ENGINEERING, INC. 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P: 305-271-0117 EmailMCY. Engi... n q@ail.nn( w MCYEngineeri 9 mm STAMP. _,,,.11441181 - No v - February 24th, 2017 FUR" APPWVAL. FL# 21892 DRMftYANEr )AT" 02" 3 OF 7 )ING: ADIG-33 MIN. EDGE 5EE ELEVATION FOR D15T. MIN. EDGE 5PACING DIST. . CONCRcTE' � Pc— 3000 Psi MIN. 2" 23 TYPICAL ANCHORS: SEE ELEVATIONS FOR SPACING TYPE 'AA' - 114" ITW TAPCON (Fu= 1 20 k51, Fy= 92 k51) INTO 213Y WOOD BUCK5 OR WOOD STRUCTURE WITH 1 1/2" MIN. PENETRATION INTO WOOD OR THRU I BY WOOD BUCK5 1 1/4" MIN. EMBED INTO CONCRETE OR HOLLOW BLOCK TYPE'A' - 1/4 ITW TAPCON (Fu= 120 k51, Fy=92 k51) WITH 13/4" EMBED INTO CONCRETE OR 1 1/4" MIN. EMBED INTO MASONRY TYPE'BB' -1/4" ELCO ULTRACON (Fu= 177 k51, Fy= 155 k51) INTO 215Y WOOD BUCKS OR WOOD 5TRUCTURE WITH 1 1/2" MIN. PENETRATION INTO WOOD OR TI -IRU 113Y WOOD BUCK5 1 1/4" MIN. EMBED INTO CONCRETE OR HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK TYPE B, _ 1/4" ELCO ULTIRACON (Fu= 177 k51, Fy= 155 k51) WITH 1 3/4" EMBED INTO CONCRETE 1 114" MIN. EMBED INTO CONCRETE OR HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK TYPE 'C' # 14 5M5 (GRADE 2) INTO: I/8" THK METAL STRUCTURE ALUM. 18" THK. (GOG3-T5 MIN.) STEEL: 12 GA MIN. THK. TYPE 'D' - # 14 TEK5 ( GRADE 5, SELF DRILLING 5CREW) INTO: 1/8' THK METAL STRUCTURE ALUM. 18' THK. (0003-T5 MIN.) STEEL: 12 GA MIN. THK. MIN. EDGE D15TANCE: INTO WOOD = I" INTO CONCRETE/BLOCK = 2 1/2" INTO METAL = 3/4" 2 5 W\ No 5EE ELEVATION FOR CONCRETE AT HEAD/51LUJAMB: fc'= 3K51 MIN. C-90 HOLLOW/GROUT FILLED BLOCK AT JAMB ONLY: fm = 2K51 MIN. WOOD AT HEAD/JAMB: 5G=0.55 STEEL: 1/8" MIN. THK., A3G MIN. (HEAD/JAMB) • • • • • • • • • • • • 0: RATIO=•OVERFA\NO LE*GW • • • —• • • • OyERyIANG 4IG" • • •• ••• •• • • • •• NOTE: UNIT5 NOT APPROVED FOR WATER INFILTRATION MU5T BE INSTALLED AT LOCATIONS PROTECTED BY AN OVERHANG MEETING CRITERIA A5 PER ILLUSTRATIQN 45"/E OR IN•NON-4BITABLE VEA5 y(HERE WATER INFILTRATION I5 ACCEPTAPLE9 • • • • • • • • • • • • • • • • . . . . ... .... . .. . . . . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Tru I ite cuss a q�uMuauM sotunor4s http://w .trulite,mm 403 WESTPARK CT. SUITE 201 PEACHTREE CITY, GA 30269 p. 800432-81321 f. 954-724-2083 PRDDIICF. 351X SERIES OUTSWING OVERSIZED ENTRANCE DOORS ( LARGE MISSILE IMPACT) ENONmt Ll MCY ENGINEERING, INC. 5 I" I 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P: 305-271-0117 Email: MCY.Engin -eg@ell net wvm.MGYEnglnearing.mm STAMI 00, No yj February 24th, 2017 FIORM APPROVAL: FL# 21892 DRAWYAWT mw-' 02-1`1 4 OF 7 XVQ ADIG-33 SEE ELEVATION FOR MIN. EDGE SPACING DIST. 1/8" MIN � ^ TNK— • METAL STRUCTURE d F] �-(9;) CONCRETE AT HEAD/51LUJAMB: fc'= 3K51 MIN. C-90 HOLLOW/GROUT FILLED BLOCK AT JAMB ONLY: fm = 2K51 MIN. WOOD AT HEAD/JAMB: 5G=0.55 STEEL: 1/8" MIN. THK., A3G MIN. (HEAD/JAMB) • • • • • • • • • • • • 0: RATIO=•OVERFA\NO LE*GW • • • —• • • • OyERyIANG 4IG" • • •• ••• •• • • • •• NOTE: UNIT5 NOT APPROVED FOR WATER INFILTRATION MU5T BE INSTALLED AT LOCATIONS PROTECTED BY AN OVERHANG MEETING CRITERIA A5 PER ILLUSTRATIQN 45"/E OR IN•NON-4BITABLE VEA5 y(HERE WATER INFILTRATION I5 ACCEPTAPLE9 • • • • • • • • • • • • • • • • . . . . ... .... . .. . . . . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Tru I ite cuss a q�uMuauM sotunor4s http://w .trulite,mm 403 WESTPARK CT. SUITE 201 PEACHTREE CITY, GA 30269 p. 800432-81321 f. 954-724-2083 PRDDIICF. 351X SERIES OUTSWING OVERSIZED ENTRANCE DOORS ( LARGE MISSILE IMPACT) ENONmt Ll MCY ENGINEERING, INC. 5 I" I 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P: 305-271-0117 Email: MCY.Engin -eg@ell net wvm.MGYEnglnearing.mm STAMI 00, No yj February 24th, 2017 FIORM APPROVAL: FL# 21892 DRAWYAWT mw-' 02-1`1 4 OF 7 XVQ ADIG-33 4.500" N 5.000" 0. 20, I-- 1 -1/4" X 4-112" HEAD/51LUJAM13�12. 1/2" X 5" DOOR HEAD/JAMB 3000 ALUM. 6063-T6 50513 ALUM. 6063-T5 0. 8" M N 356" -- W111;013 MID RAIL D PTOR 26013 ALUM.6063-T6 3.822" N m n O BEVEL HINGE STILE 4 26366 ALUM. 6063-T6 1,570" O (a,ADJU5TABLE TR A5AGAL `� 26374 ALUM. 6063-T6 1.750" O 3.750" �1BUMPER THRE5HOLD 40296 ALUM. 6063=f6 1.750" 0.121 11 -0 1-3/4" X 4-1/2" DOOR /JAMB 11221 u 10220 ALUM, 60f 3.638" N 0 0. 3" o n n METTI NG 5TI LE ACTIVE 5 26378 ALUM. 6063-T6 1.750" m O 2OOR STOP I V 0029 ALUM. 6063-T6 @40SADDLE THRE5HOLD 290 ALUM. 6063-T6 I i l OP RAIL 260155 ALUM. 6063-T6 3.886" 0. 5" O n O METTING STILE INACTIVE 6 26371 ALUM. 6063-T6 1,750" N� �\ DOOR STOP V 44013 ALUM. 6063-T6 •• 0 1 06" 0 OZ O � 664" \ BOTTOM RAIL MID RAIL 26014 ALUM, 6063-T6 Tru I ite GIA55&ALUMINUM 501 MOW h[lp.H—tmlite—m 403 WESTPARK CT. SUITE 201 PEACHTREE CITY, GA 30269 p. 800-032-81321(. 954-724-2083 PRODUCT: 351X SERIES OUTSWING OVERSIZED ENTRANCE DOORS ( LARGE MISSILE IMPACT) 0.525" 0.078" 1.281" REVN N GLA55 STOP STOP E/1CNF�t '6032 ALUM. 6063-T6 M6063-T6 N1 G�ACING PLATE 620301 ALUM, 6063-T6 3. 000„ o O 0 0 O G \ 5p0 • • • • L�CKAGU!DE 7 • • • I 3 G LUN • • • 0:0 •• . . . . . . . . . . . . . •• •• . • . •• •• ... . • . ... . . 64.000" l UMPE - THRE511OLD 1042 ALUM. 6063-T6 �1 SHEAR CLIP I J 26069 ALUM. 6063-T6 MCY ENGINEERING, INC. Ly t A N� I I 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P: 305-271-0117 Email: MCY.Enginearing@atlnet w.wi.MCYE,ineeri q— STAMP. ....,. 00 :�,q : S OF.: O?: •.S33of is -oa..- c*�. February 24th, 2017 FLORIDA APPROVAL: FL# 21892 ORWItYANET °"'-02-14'' 5OF7 DWfw` ADIO-33 ... . . • . ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BILL OF MATERIAL � Tru I ite GLASS 6 LLUMINUM 801- T NS NO. PART NUMBERS DESCRIPTION MATERIAL MANUFACTURER/REMARKS 1 3000 1 -1/4" x 4-1/2" DOOR HEAD/JAMB ALUM. 6063-T6 BONNELL I A 50513 2-112" X 5" DOOR HEAD/JAMB ALUM. 6063-T5 13ONNELL http://v .vorte.c m I B 10220 1-3/4" X 4-112" DOOR HEAD/JAMB ALUM. 6063-T5 BONNELL 403 WESTPARK CT. SUITE 201 2 2601 5 3-1/2" TOP TRIAL ALUM. 6063-T6 BONNELL PEACMTREE CITY, GA30289 p. 800432-8132 It. 954-724-2083 3 26364 5" BOTTOM RAIL ALUM. 6063-T6 13ONNELL 3A 26014 MID RAIL ALUM. 6063-T6 DONNELL 3B 26013 MID RAIL ADAPTOR ALUM. 6063-T6 DONNELL 351X SERIES O G 4 26366 BEVEL HINGE STILE ALUM. 6063-T6 BONNELL OVERSIZ ERSIZ ED 5 26378 MEETING STILE - ACTIVE ALUM. 6063-T6 DONNELL ENTRANCE DOORS 6 26371 MEETING STILE - INACTIVE ALUM. 6063-T6 BONNELL (LARGE MISSILE IMPACT) 7 26032 INTERIOR GLA55 STOP ALUM. 6063-T6 DONNELL 8 2603 I EXTERIOR GLA55 STOP ALUM. 6063-T6 BONNELL 9 26374 ADJUSTABLE ASTRAGAL ALUM. 6063-T6 BONNELL REVN a1F/�wtKs 10 10029 DOOR STOP (I 046A) ALUM. 6063-T6 BONNELL I OA 44013 OPTIONAL DOOR STOP FOR CONCEALED OVERHEAD CLOSER ALUM. 6063-T6 BONNELL I I 2620301 BACKING PLATE ALUM. 6063-T6 BONNELL 12 1 042 4" BUMPER THRESHOLD - ADA ALUM. 6063-T6 13ONNELL EN=Mt 12A 40296 3 3/4" BUMPER THRESHOLD ALUM. 6063-T6 BONNELL MCY ENGINEERING, INC. 13 3004 SHEAR BLOCK ALUM. 6063-T5 BONNELL "A71N6 ( ' 11 `ANT 14 351X-LG LOCK GUIDE ALUM. 6063-T6 13ONNELL 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 15 26069 SHEAR CLIP ALUM. 6063-T6 BONNELL P: 305-271-0117 Email. MCY.E,gim,emg@a".net 16 RG-5 GASKET EPDM(DUROMETER 65 SHORE A) TREMCO/GRP www MGYE ginamngmm 17 RG- 15 DOOR GASKET EPDM(DUROMETER 70 SHORE A) TREMCO/GRP 18 24120 GASKET FOR 1 042 BUMPER THRESHOLD EPDM(DUROMETER 60 SHORE A) TREMCO/GRP Srwr 19 5FACER2 PVC SETTING BLOCK FOR 9/1 6" GLA55 PVC PLASTIC MtM PLASTICS 20 23301 RUBBER GROMMET AT ASTRAGAL NITRILE RUBBERGROMMET.COM •,:*��� 21 24110 BRUSH PILE AT DOOR MEETING STILE YARN AMESBURY GROUP ��>�;� No 22 23501 SPRING CLIP, #10-24 X 1 112" PH 5M5 @ 5 1121- FROM ENDS $ 1 1 " O.C. AT HEAD 4 5 114" FROM ENDS $ 1 1 " O.C. AT JAMB. STEEL EVANS # CF;. LU` 23 231G3 SHEAR CLIP 220 PH 3243PFH-23 ZINC COATED STEEL ALLOY fA5TENER 24 23233 FRAME 5CREW5YwX 2 ZINC COATED STEEL ALLOY FASTENER 25 26298 4 1/2" LG. SURFACE MOUNT BUTT HINGES 5T L• • • • • • • • •• HAGER • • • • • February 24th, 2017 26 H1880 2 POINT LOCK SYSTEM HARDWARE • • • • STEL � • • • D�M••f�l S! T INACTIVE PANEL @ 36 9/ 6" FROM tDA.TOM• • 27 FZ4588 3 POINT LOCK SYSTEM HARDWARE STEEL AAM 11'E.5•AT ACTIVE PANEL @ 36 911 6" FROM BOTTOM FL# 21892 28 1 3940 HINGE BACKING PLATE ST�E4 • • •E EVANS, IN51DE EACH PANEL HINGE STILE @ EACH ING26 LO 10 DRAl ftYANEr 5T351-1 1- /2" X 2" X 14 GA. STEEL TUBE REINF. TEFL • • • F1RIE5. ON54DE• E/iCH PANEL LOCK STILE LOCATED @ • • • • "FROM BOTTOM DATE m-14-1 owc �o1e-as 6 OF 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5HEAR CLIP SETUP ISOMETRIC 5hEAR CLIP SETUP U51NG 26069 (AGA -2486) 0.090" 5ENTPYGLA5 INTERLAYER Ya" 11.5. GLASS �BY'KURARAY AMERICA, INC.' /4" H.5. GLA55 3/6- 1 G THPEAD ROD W/ NUT • •• • •!tT��vn�l • • • • • L IV 10-24 X 3/4" PH 5M5 @ 4" FROM ENDS b 10" O.C. 9/16" NOMINAL OVERALL • • • • • • • • • • • 00. • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Tru I ite GLASS 6 ALUMINUM BOL"ONS http://-trulite.mm 403 WESTPARK CT. SUITE 201 PEACHTREE CITY, GA 30269 p. 800-032-81321 L 954-724-2083 I MIAMI-IOADE MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION 11805 SW 26 Strcel, 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.mlamldade.aov/economv Trulite Glass & Aluminum Solution, LLC 800 Fairway Drive, Suite # 200 Deerfield Beach, Fl. 33441 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constriction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be. valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to - revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this prQduivor materrtl!ails to•....4 meet the requirements of the applicable building code. • • • • • • • • This product is approved as described herein, and has been designed to comply with the Floridd Nilyding Cdde, • • • • : • including the High Velocity Hurricane Zone. 000000. • ... .... . DESCRIPTION: "351 Series" Outswing Aluminum Entrance Door w/wo Transom —LMi -.0000. 60:066 APPROVAL DOCUMENT: Drawing No. AD -15-23, titled "351 Series Alum Outswing Ddd?.*?To TrapS8g?-� .M. • • • • Impact", sheets i through I I of 11, dated JUN 02, 2015, prepared , signed and sealed by Yipit� Yang , P.O,*b8aring "' •; • the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance mrnfer;rxl approval plate by ... the Miami -Dade County Product Control Section. • • • • • MISSILE IMPACT RATING: Large and Small Impact • • •. • Limitations: • • 1. See applicable Door Design Pressure, anchors & hardware options in sheet 1 and water limitations in sheet 4 &5. 2. See applicable Door w/ Transom's Design Pressure (DP), anchors & hardware options in sheets 2. When transom detail B/5 the max frame height allowed is 120" including Max. 24" Transom. The transom glazing adapter items #17 or #36 to be secured with # 12 SMS screws at 12" OC max. 3. Lower DP shall control, when doors w/wo transom is mulled to Storefront (under Separate approval), Full length Steel reinforcement is required, the tributary load, the mullion end anchors to be reviewed by Bldg. official, LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 perfonnance 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 proposes 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 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. Affl��� NOA No. 14-0225.02 LukMIAMFDA a!xm TY Expiration Date: June 04, 2020 Approval Date: June 04, 2015 Page I Trulite Glass & Aluminum Solution, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. AD -15-23, titled 11351 Series Alum Outswing Door whvo Transom-L.M. Impact", sheets 1 through 11 of 11, dated JUN 02, 2015, prepared, signed and sealed. by Yiping Wang, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FSC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an outswing aluminum entrance door w/wo Transoms, prepared by Fenestration Testing Lab, Test Report No(s). FTL.945$1. dated 10/15/13, signed and sealed by Marlin D. Brinson, P.E. •„• • 0000 ; **so Note: The above test reports have addendum letter dated April 09, 2014,1 Med by Fel"tr4ion Testing lab, signed and sealed by Marlin D. Brinson, P.E. *00:00 • C. CALCULATIONS *see • •' 1. Anchor verification calculations and structural analysis, complying wiM�p,- 2014+; •; • prepared by MCY Engineering, Inc., dated FEB 15, 2015 and last revisal wi 04/28/15, signed and sealed by Yiping Wang, P.E. 2. Glazing complies .v/ ASTME-1300-02 & -04 000 • D. QUALITY ASSURANCE • •' 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ®", expiring on 01/14/17 2. Technical cut sheet of EPDM glazing gasket compliance per ASTMC-864 issued to Teremco, Inc by Excel Polymers, LLC (Development Lab). F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5"' Edition) and no financial interest, prepared by MCY Engineering, Inc., dated NOV 19, 2014, signed and sealed by Yiping Wang, P.E. 2. Statement letter of Lab compliance, part of above referenced test reports. G. OTHER 1. Test Proposal 4 12-1089 dated DEC 10, 2012, issued by PERA. I Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 14-0225.02 Expiration Date: June 04, 2020 Approval Date: June 04, 2015 E-1 i I MAX. SEE CHART 1 \ _. __._��// CHART 1 NUMBER OFANCHORSAT r MFFTING RTII F HFAD J LB 1 3 5 8 PP C 3 5 w O GI I j Gi DENOTES ANCHOR Ci 'o Cicc:/ a o ,ScrNm: , 3• MAX. TYP. {t 314' M HINGE _. - 3• MAX. TYP. I I ` t 374' M SILL CORNERS\� � LOCATION �' Vey TYP. SILL SILL CORNERS `7,<IU TYP. SILL CLUSTER OF 5 A CLUSTER OF 6 HORS AT SILL ANCHORS AT SILL MAX. DESIGN LOAD INTO CONC. ONLV INTO CONC. ONLY MAX. DESIGN LOAD W/LOCK OPTIONS 1,2 3 8 4 W/LOCK OPTIONS 1,2,3 8 4 OUTSWING DOOR 72"x96' MAX. DOUBLE DOOR (SEE SHEET 3) OUTSWING DOOR 721x961 MAX. DOUBLE DOOR (SEE SHEET 3) WITH 3000 SERIES FRAME + 70• PSF WITH 5000 SERIES FRAME + 70• PSF OPENING WITH LOCK OPTIONS 1, 2, 3 8 4 - 70 PSF OPENING WITH LOCK OPTION 1, 2, 3 8 4 _ 70 PSF TYPICAL EXTERIOR ELEVATION •SEE SHEE7485 FOR WATER RATING TYPICAL EXTERIOR ELEVATION 'SEE SHEET 485 FOR WATER RATING SERIES 351 LARGE MISSILE IMPACT DOOR • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN • LIMITATION: COMPLY WITH THE REQUIREMENTS OF THE FLORIDA THESE DETAILS ARE NOT PART OF THIS APPROVAL. WHEN DOORS OR DOOR WITH TRANSOM ARE MULLED TO BUILDING CODE 2014 EDITION INCLUDING HIGH STOREFRONT (UNDER SEPARATE APPROVAL) LOWER DESIGN VELOCITY HURRICANE ZONE (HVHZ). • A LOAD DURATION INCREASE IS USED IN DESIGN OF PRESSURE FROM DOOR, DOOR WITH TRANSOM OR ANCHORS INTO WOOD ONLY. STOREFRONT SHALL CONTROL FOR THE ENTIRE ASSEMBLY. • DOORS ARE RATED LARGE MISSILE IMPACT. SHUTTERS OR EXTERNAL PROTECTION DEVICES IS NOT REQUIRED. • MATERIALS INCLUDING BUT NOT LIMITED TO • WHERE APPLICABLE: STEEL/METAL SCREWS, THAT COME INTO 0lNfACi4WiTH•• •EGRE S FOUIJENIENTS TO BE REVIEWED BY BUILDING • ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10, OTHER DISSIMILAR MATERIALS SHALL MlET THE • • • • �F lAr• • MULTIPLY BY 0.6, SHALL BE LESS THAN OR EQUAL TO REQUIREMENTS OF 2014 FLORIDA BUILD11I CODE • • • • • • • • MAX. DESIGN LOAD IN THE DOCUMENT. SECTION AS APPLICABLE. • •0 0 �•� •• Approved d complying wil6 t6r Ill Bull • FOR WATER INFILTRATION RATINGS, SEE LIMITATION ON • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON Uwe M•I• v5 SHEET 4 & 5. t DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL NOAgE2 02-- •DI SHALL BE BEYOND WALL DRESSING OR STUCCO. MIDaft Fba" c•IpOI 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED • • • • •• p -T',.; ' • Dy Iv. h PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, TO • • • • • •• • • • . BE REVIEWED BY BUILDING OFFICIAL, • • • • • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • cTrulite Dues a AluwxuxwlLlmoNa• MlplAwnv.lmullb.com B00 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 P . 900. M4132I1.954-724-2083 PRODUCT: 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR W/O TRANSOM ( LARGE MISSILE IMPACT) ENGINEER: M Mi— MCY ENGINEERING, INC.Mj GLAZING CONSULTANT 8501 SW 124 Ave. Sb. 205A MIAMI, FL 33183 P: 305-271-0117 Emm: MCTEnpM••.5q••xn.l 7 ACV .mn STAMP:.1\.. 77, . •\ nPThb [ `�. .� FLOBIOA' i PE CAN. 28874'�.'�,� =` 4U -JON D 2 2015 PRODUCT C PROVAL: DRAWN:FIWK I DRAWING N. ATE: 03-24-15 1 OF 11 NO: ADIS-23 OUTSWING DOOR WITH TRANSOM ANCHOR W/3 POINT LOCK OPTION 4 TRANSO TYPICAL EXTERIOR ELEVATION SEE CHA CHART 2 MAX. DESIGN LOAD NUMBER OF ANCHORS W/3 POINT LOCK OPTIONS.4 AT TRANSOM END (SEE SHEET 3) + 70• PSF - 70 PSF "SEE SHEET 4 & 5 FOR WATER RATING N,"krTrulite IFAE 1YI1r111 L.O. e GEM i ALLAMM 90LUnow y Q 3z MtpJMwHlmlb.com 3 z e LAlrts 8 800 FAIRWAY DRIVE, Suile 200 Grl exEET6 DEERFIELD BEACH, FL 33441 p 806432-013211.954.724.2083 / I PRODUCT: / 351 SERIES J. /� ALUM OUTSWING DRY -GLAZED DOORS W1 OR W/O TRANSOM ( LARGE MISSILE IMPACT) MLwii Ell& iw:i"iLL + 704 PSF MAX. DESIGN LOAD - 70 PSF ENGINEER: OUTSWING SINGLE DOOR + 70• PSF OUTSWING SINGLE DOOR WITH TRANSOM %INC ELEVATION - 70 PSF ELEVATION -SEI SHEET 4 & 5 FOR WATER RATING MCY ENGINEERING, I \ I � A I f \ 5 5 C 3 5 I \, I DVAL) LOWER DESIGN -.S10 •'.r<�� .� .AT 1 MEND, PRODU Y L' AL: RT 2 �� \ 1 1 � = eo I I Y• Nxn \ ANCNO• TYPE NUI•ER OF AN 1/4 8N1Y 3l A 5 B 5 5 C 3 5 _—f=d1 II Ir -- 'proved Is cumptylRg with t MAn. FIoTWa BGIIdi.54:�* Date / NOAN -02 •b�' Mi..w UYde CaarGl 1 SIDEUTE, MULLION II' II II II II II II _';___FF MAX. DESIGN LOAD + 70' PSF 1 - - 70 PSF OUTSWING DOOR WITH OR W/0 TRANSOM +SEE SHEET 4.& 5 31x2' 31/2'• ,•• & SSDELI1rEtS(UNDE�IR•SEPIA1��RAtTtE NOA) FOR WATER RATING � SfLNGCE DOOR AS4 AI�PL`ES) DOOR OPTIONS • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8101$11114 A". Sb. 205A MIAMI. FL 33183 P:305-271-0117 Emelt: WY.E gkwwft@e of STAMP: �,�,,1 b4Q3f IiEoforRP4 0 N. . . aRg�2dB77 1 DRCEMENT AND n I I u �� - : • it DRS REFER TO I��I I III I o o DVAL) LOWER DESIGN -.S10 •'.r<�� .� iURE FROM DOOR, WITH TRANSOM OR PRODU Y L' AL: � uuuuuuuyu I _Ib���lc dAl� u 'proved Is cumptylRg with t MAn. FIoTWa BGIIdi.54:�* Date / NOAN -02 •b�' Mi..w UYde CaarGl 1 SIDEUTE, MULLION II' II II II II II II _';___FF MAX. DESIGN LOAD + 70' PSF 1 - - 70 PSF OUTSWING DOOR WITH OR W/0 TRANSOM +SEE SHEET 4.& 5 31x2' 31/2'• ,•• & SSDELI1rEtS(UNDE�IR•SEPIA1��RAtTtE NOA) FOR WATER RATING � SfLNGCE DOOR AS4 AI�PL`ES) DOOR OPTIONS • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8101$11114 A". Sb. 205A MIAMI. FL 33183 P:305-271-0117 Emelt: WY.E gkwwft@e of STAMP: �,�,,1 b4Q3f IiEoforRP4 0 N. . . aRg�2dB77 1 DRCEMENT AND DRS REFER TO NTE NOA. DOORS OR DOOR TRANSOM ARE �•`. ': •',. _ / - :D TO STOREFRONT .R SEPARATE"f�JI %��:L •/`r °' DVAL) LOWER DESIGN -.S10 •'.r<�� .� iURE FROM DOOR, WITH TRANSOM OR PRODU Y L' AL: FRONT SHALL ROL FOR THE ENTIRE By AWN: FRANK DRAWING No: E. 03-24-15 2 OF 11 ;: AD15-23 02 20)5 9/18' TAL LAMINATED GLASS v I THICOTNNE33 AT 'HANSOM 8/18' LAMINATED GLASS G� GLAZING DETAIL DOOR LEAF (ACTIINACT) . 114'".S. GLASS 0.090' INTERLAYER SENTRYGLAS SY W PONT 1N'H.S. GLASS NOTE: .12'AIRSPACE^' GLAZING COMPLIES WITH ASTM E1S00-OS- &' AIR SPACE WITH AN ALUMINUM SERIES LPXC SPACER BY ALL METAL INC. AROUND THE PERIMETER OF GLASS. PRIMARY SEALANT: PIS - POLYISOBUTYLENE SECONDARY SEALANT: SILICONE SEALANT X12'PH.MS 51/2' END @ 18. O.C. TYP SETTING BLOCK; TWO BLOCK PEW DOOR LITE THREE BLOCK PER TRANSOM LITE 5/16' TOTAL INSULATED LAMINATED GLASS THICKENSS AT TRANSOM HINGES: REFER TO DETAILS H1 H2 &0 ON SHEET 7 OF 11 HINGE OPTION 1:32 H1: 4 1/2" BUTT HINGE (26298) 9 1/4' FROM TOP & BOTTOM HINGE OPTION 2:31 H2: OFFSET CAST ALUMINUM PIVOT HINGES TOP (21274) BOTTOM (21273) MIDSPAN (2456x) HINGE OPTION 3:33 H3: CONTINUOUS ALUMINUM GEAR (60095) MIN. EDGE DISTANCES ApltTeV41111 wlpyifgINMIIA, INTO CONCRETE AND MASONRY = 2 1/2" Florida III, • INTO WOOD STRUCTURE = 1 1/2' Dalea INTO METAL STRUCTURE 1" No i o2 CONCRETE f'c = 3000 PSI MIN. M■mi MASONRY C-90 f'c = 2000 PSI MIN. By &4—:2 SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH CLEAR SEALANT. LOCKS: LOCK OPTION 1(ACTIVE/INACTIVE PANEL): AHT 8000 CVR TWO POINT LOCK SYSTEM WITH STRIKE PLATES AND ACTIVATING SURFACE MOUNT METALLIC INTERIOR PANIC DEVICE AND REGENT KEY OPERATOR ON THE EXTERIOR LOCK OPTION 2(ACTIVE/INACTIVE PANEL): FALCON DOOR-O-MATIC 1690 CVR TWO POINT LOCK SYSTEM WITH STRIKE PLATES AND ACTIVATING SURFACE MOUNT METALLIC PANIC DEVICE ON THE INTERIOR LOCK OPTION 3(ACTIVE/INACTIVE PANEL): VON DUPRIN 9947 CVR TWO POINT LOCK SYSTEM WITH TOP/BOTTOM STRIKE PLATES AND ACTIVATING SURFACE MOUNT METALLIC PANIC DEVICE ON THE INTERIOR AND SCHLAGE STANDARD KEY OPERATOR ON THE EXTERIOR LOCK OPTION 4: INACTIVE PANEL: ADAMS RITE MS1880, MS1881 CONCEALED TWO POINT IOiK sYt71EMeWI•GH VESTICpL ROD A11110 STRIKE PLATES. THUMB TURN ON THE :INTERIOR. AR I&T JPPSY :0 LINT -E PANEL DOOR • ACTI\**PAIJEL♦ 4DAIIS Wire W/AN4016 TOP ROD & AR4015 BOTTOM ROD WITH STR#KE•PLATEt CSNCMLeD THREE POINT LOCK SYSTEM WITH ILCO185 •E?IGHT*ftt HOOR•LIDDe KE? OPER"R ON THE EXTERIOR AND THUMB TURN ON .THE INTERIOR 642X WOOD•BUCKS•AND METAY STRUSTURES BY OTHERS •SUPPORT& LOIAOST IMPOSED 40Y GLAm7IN6 SYSTEMS 4rRANSFER0THEM •rO4FHE BUIILDSN(DSIRUCTURE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ENGINEER: MCY ENGINEERING, INC. LU GLAZING CONSULTANT 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P: 305.271-0117 E-0: MCY.Tn91n•rbg49"-1 STAMP: l 1{ I I I I 1 l, -` -.tC01tIbA=2,444 ,',. PC: ('a}937 F` Pkl'`' .:JUN 0 2 2015 N" DRAWN:FRANK I DRAWING No: )ATE OZS-24-1 51 3 OF 11 IWG: AD15-2J TYPICAL ANCHORS: SEE ELEV. FOR SPACING ■ Tru I TYPE A: 1/4' DIA. ULTRACON (Fu=177 ksi Fy=120 ksi) ite 3ENTRYGLAS 16^ OR 1/4" DIA. TAPCON (Fu=120 ksi Fy=92 ksi) GLASS A ALUMINUM SOLIRI0N9` 114* H.S. GLASS • THRU 1BY OR 2BY WOOD BUCKS h8pJA—.1R81te.com 0.080' INIERLAYER 1-1/4" MIN. EMBED INTO CONC.@ HEAD/SILL BY DUPONT 1-1/4" MIN. EMBED INTO CONC./MASONRY @ JAMB 800 uite 200 DEERRLD BEACH, OEERFIELO BEACH, FL 33041 L3341 25 1/4'H8 GLASS • INTO 2X WOOD BUCKS OR WOOD STRUCTURAL P. 800-432-813211.954-724-2053 w 1-1/2" MIN. EMBED @ HEAD AND JAMB t8 to 2e PRODUCT: N 15 TYPE B: 1/4" DIA. ULTRACON (Fu=177 ksi Fy=120 ksi) 351 SERIES 1 0 OR 1/4" DIA. TAPCON (Fu=120 ksi Fy=92 ksi) ALUM OUTSWING o0 • DIRECTLY INTO CONCRETE 1-1/4' MIN. EMBED @ HEAD/SILL 1 1/4" MIN. EMBED INTO CONC. /MASONRY @ JAMB DRY- GLAZED 5I/T w TYPE C: 1/4" TEK OR SELF DRILLING SCREWS(GRADE 5 FU=120ksi FY=92ksi) DOORS ).C. TYP.INTO METAL STRUCTURES (HEAD/JAMB) R� W/ OR W/O TRANSOM ��4X3/4'FH.MS3'F� STEEL : 1/8" MIN. THICKNESS (Fy = 36 ksi MIN.) (LARGE MISSILE IMPACT) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 8/18' LAMINATED GLASS G� GLAZING DETAIL DOOR LEAF (ACTIINACT) . 114'".S. GLASS 0.090' INTERLAYER SENTRYGLAS SY W PONT 1N'H.S. GLASS NOTE: .12'AIRSPACE^' GLAZING COMPLIES WITH ASTM E1S00-OS- &' AIR SPACE WITH AN ALUMINUM SERIES LPXC SPACER BY ALL METAL INC. AROUND THE PERIMETER OF GLASS. PRIMARY SEALANT: PIS - POLYISOBUTYLENE SECONDARY SEALANT: SILICONE SEALANT X12'PH.MS 51/2' END @ 18. O.C. TYP SETTING BLOCK; TWO BLOCK PEW DOOR LITE THREE BLOCK PER TRANSOM LITE 5/16' TOTAL INSULATED LAMINATED GLASS THICKENSS AT TRANSOM HINGES: REFER TO DETAILS H1 H2 &0 ON SHEET 7 OF 11 HINGE OPTION 1:32 H1: 4 1/2" BUTT HINGE (26298) 9 1/4' FROM TOP & BOTTOM HINGE OPTION 2:31 H2: OFFSET CAST ALUMINUM PIVOT HINGES TOP (21274) BOTTOM (21273) MIDSPAN (2456x) HINGE OPTION 3:33 H3: CONTINUOUS ALUMINUM GEAR (60095) MIN. EDGE DISTANCES ApltTeV41111 wlpyifgINMIIA, INTO CONCRETE AND MASONRY = 2 1/2" Florida III, • INTO WOOD STRUCTURE = 1 1/2' Dalea INTO METAL STRUCTURE 1" No i o2 CONCRETE f'c = 3000 PSI MIN. M■mi MASONRY C-90 f'c = 2000 PSI MIN. By &4—:2 SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH CLEAR SEALANT. LOCKS: LOCK OPTION 1(ACTIVE/INACTIVE PANEL): AHT 8000 CVR TWO POINT LOCK SYSTEM WITH STRIKE PLATES AND ACTIVATING SURFACE MOUNT METALLIC INTERIOR PANIC DEVICE AND REGENT KEY OPERATOR ON THE EXTERIOR LOCK OPTION 2(ACTIVE/INACTIVE PANEL): FALCON DOOR-O-MATIC 1690 CVR TWO POINT LOCK SYSTEM WITH STRIKE PLATES AND ACTIVATING SURFACE MOUNT METALLIC PANIC DEVICE ON THE INTERIOR LOCK OPTION 3(ACTIVE/INACTIVE PANEL): VON DUPRIN 9947 CVR TWO POINT LOCK SYSTEM WITH TOP/BOTTOM STRIKE PLATES AND ACTIVATING SURFACE MOUNT METALLIC PANIC DEVICE ON THE INTERIOR AND SCHLAGE STANDARD KEY OPERATOR ON THE EXTERIOR LOCK OPTION 4: INACTIVE PANEL: ADAMS RITE MS1880, MS1881 CONCEALED TWO POINT IOiK sYt71EMeWI•GH VESTICpL ROD A11110 STRIKE PLATES. THUMB TURN ON THE :INTERIOR. AR I&T JPPSY :0 LINT -E PANEL DOOR • ACTI\**PAIJEL♦ 4DAIIS Wire W/AN4016 TOP ROD & AR4015 BOTTOM ROD WITH STR#KE•PLATEt CSNCMLeD THREE POINT LOCK SYSTEM WITH ILCO185 •E?IGHT*ftt HOOR•LIDDe KE? OPER"R ON THE EXTERIOR AND THUMB TURN ON .THE INTERIOR 642X WOOD•BUCKS•AND METAY STRUSTURES BY OTHERS •SUPPORT& LOIAOST IMPOSED 40Y GLAm7IN6 SYSTEMS 4rRANSFER0THEM •rO4FHE BUIILDSN(DSIRUCTURE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ENGINEER: MCY ENGINEERING, INC. LU GLAZING CONSULTANT 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P: 305.271-0117 E-0: MCY.Tn91n•rbg49"-1 STAMP: l 1{ I I I I 1 l, -` -.tC01tIbA=2,444 ,',. PC: ('a}937 F` Pkl'`' .:JUN 0 2 2015 N" DRAWN:FRANK I DRAWING No: )ATE OZS-24-1 51 3 OF 11 IWG: AD15-2J a SEE S' 1/2' MIN. SEE ELEVATION FOR SPACING (SEE CHART 1 ON SHEET 1) TYPICAL ANCHOR(SEE SHEET 3) MIN. EDGE DISTANCE SEE ELEVATION FOR SPACING (SEE CHART 1 ON SHEET 1) CONCRETb. rc='O lMIN, W . � N 1 ¢ SEE STRIKE DETA LS 9 4 ON SHEEI 11 I I 1/2" MIN. ENGAGEM T DT -1 P. O r—f14AGA wa FOi1 < 11i I I 1 :VICE OPTION (SEE SHEET 3 FOR LOCKUP OPTIONS) z CB INC. INSTALLATION ONLY SEE ELEVATIONS FOR SPACING (SEE SHEET 1) NOTE: ADA COMPLIANT TO BE REVIEWED BY BUILDING OFFICIAL TRMLL WHERE WATER INFILTRATION IS LESS THAN 5 PSF (POSITIVE LOAD s 33.3 PSF) OR WHERE WATER INFILTRATION IS NOT REQUIRED OR MEET NOTE 41 ON RIGHT. � Trul,9ite Ou8$ \ ALUNIBUL0LUIKIN6` htlplAvww.imllle.mm 800 FAIRWAY DRIVE, SON. 200 DEERFIELD BEACH, FL 33.41 p. 800432-813211.954.721-2083 PRODUCT: 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR W/O TRANSOM ( LARGE MISSILE IMPACT) w I 1 is AppnlyLdONDmm�wAYIh� J w Flood G REVN DATE/REMARKS I IN e aZ I = Ds Pro O Dy �ri AW O I ENGINEER: M I NICY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 124 Ave. S'.. 205A MIAMI. FL 33103 P. 305-271-0117 TREMCO' S EPDM GASKETS USED IN THIS FENESTRATION Emel: eOr.Eov"°.nn9Q.n.ne PRODUCT ARE IN COMPLIANCE WITH ASTM STANDARD C864 �,CWIp1RG,' •t RLTi1STRAT10fW, �GL P93, NOTE 1i1: E CA.Nj 559ZBBT�. UNITS WHERE WATER INFILTRATION IS REQUIRED MUST BE INSTALLED = g9 AT LOCATIONS PROTECTED BY AN OVERHANG MEETING CRITERIA AS PER ILLUSTRATION BELOW OR IN NON -HABITABLE AREAS WHERE WATER INFILTRATION IS ACCEPTABLE. IT IS APPLIED TO 4' NON -WATER RATING SADDLE THRESHOLD (DETAIL C/5). AND 4'(DETAIL I/5) OR q 5"(DETAIL H/4) BUMPER THRESHOLD FOR WATER INFILTRATION i�UF ''JF... `UP REQUIRE HIGHER THAN 5 PSF (533.3 PSF) FSSIO�P r—OVERRANG LENGTH PRODUCT, OL APPROVAL; V--fjXTE:R#"O:lR • • OVERHANG LENGTH 0: Ai�TIO= OVERHANGHEIGHT• • • • • • • • • • • • DRAWN: FRANK DRAWING No: • • • • • • • • • • DATE: 03-24-1 4 OF 11 • • • • • • • • • • • • • • • • • • • • • DWG: ADIS-23 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 02 2015 METAL STRUCTURE TYPICAL ANCHOR (SEE SHEET 3) IX WOOD BUCK SEE ELEVATION FOR SPACING (SEE SHEET 2) I,;�'.`•�,,,,;�„L;"• ■ l I olwol - e5 zp (20)- oSEE ' ®®t 7 ONSHEETII SEESTRIKE D AI 1/2' MIN. F,NGAGEMENT + ON SHI ET 11 TY 1/2"MIN. ENGAGE Ef IT to 9e T DEERFIELD BEACH, FL 33441 rS� FROM ENDS, 12'0.0. O 0 FxK ws 10 z s w ALUM OUTSWING 1 PA IC DEVICE OPTION USED FOR FRAME HEIGHT LESS A llSEE STRIKE ON C. 1/2' MIN. ENG I I cI� L. SILICONE BEAD f GONG. INSTALLATION ONLY w SEE ELEVATIONS FOR SPACING 4" ADA SADDLE THRESHOLD (NON -WATER RATING) NOTE: ADA COMPLIANT TO BE REVIEWED BY BUILDING OFFICIAL. INSTALL WHERE WATER INFILTRATION IS NOT REQUIRED OR MEET NOTE N1 ON SHEET 4 OF 11. TYPICAL ANCHOR(SEE SHEET 3) SEE ELEVATION FOR SPACING (SEE SHEET 2) A OPTION 5 zp zt i� SEE STRIKE DETAILS ' ®®t 7 ONSHEETII 1/2' MIN. F,NGAGEMENT za - II TY + Q B OPTION W W J m to II R311 98 C DEVICE OPTION SEE S1 112' MIN. bn [11 H AG MET e P. 19 I I 5 `NORETE. e •• fc.DQD PNIUIN. � • • • • .0. • • • • •.fA-NC_ INSTALMTION ONLY • •• • • • • •CeE ELEVATIONVFOR SPAC•1G • • • • • • • • EDGE DISTANCE • • 000 • • • • • • • 4" BUMPER THRESHOLD (LIMITED WATER RE ISTANCE NOTE: ADA COMPLIANT TO BE REVIEWED BY ) BWILQI �j OFFICIAL. INSTALL WHERE WATER INFILTRATION I LESS • • • • • • • • • • • • THAN 5 PSF (POSITIVE LOAD 5 33.3 PSF) OR WHEME WATER• • • • • • • • INFILTRATION IS NOT REQUIRED OR MEEL ROTE #1,0%N SKEET • • • • 4 OF 11. ••• • • • •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • red as wnVbinB Wdh 411-6 Dae L.. �z i Ml" Do& ��o�ia�-C�on�irof / DY jY�-hl•Ut"_ - 8501 SW 124 Ave. Ste. 205A MIAML FL 33183 P: 305-271-0117 EmM: MCY Enpinep4ep�ellnal www.MCYFnpineMnpepm STAMP: YIPIN ANG, P.E. 3Eai /1 Q\�avG�NSE ' PRO DRAWN: FRANK I DRAWING No: )ATE: 03-24-15 5 OF 11 )WG: AD15-23 H --*&Trulite GLASS I ALUMIMIM SOLUTIONS' za hilp:11r trullt.— zz 800 FAIRWAY DRIVE, Suite 200 p12 -24X3/4" SMS AT 4" DEERFIELD BEACH, FL 33441 FROM ENDS, 12'0.0. P. 800432-61321 L 954.124.2083 PRODUCT: 10 351 SERIES ALUM OUTSWING eLIMITED 5 OPTION DRY -GLAZED USED FOR FRAME HEIGHT LESS DOORS THAN OF EQUAL TO 120' ONLY W/ OR W/O TRANSOM 96 TRANSOM HEIGHT = 24' MAX. THREE SETTING BLOCKS za (LARGE MISSILE IMPACT) AT TRANSOM O K w REVN DAWREMARKS z - LIMITED OPTIONAL TRANSOM ADAPTOR ENGINEER: M MCY ENGINEERING, INC. GLAZING CONSULTANT red as wnVbinB Wdh 411-6 Dae L.. �z i Ml" Do& ��o�ia�-C�on�irof / DY jY�-hl•Ut"_ - 8501 SW 124 Ave. Ste. 205A MIAML FL 33183 P: 305-271-0117 EmM: MCY Enpinep4ep�ellnal www.MCYFnpineMnpepm STAMP: YIPIN ANG, P.E. 3Eai /1 Q\�avG�NSE ' PRO DRAWN: FRANK I DRAWING No: )ATE: 03-24-15 5 OF 11 )WG: AD15-23 H 141 VPICAL ANCHOR(SEE SHEET 3) �• SEE ELEVATION FOR SPACPIG (SEECHARTIONSHEETI)� `„0 o .835 /8. 98X3/4'FRSDS 41AT' -18 THREADED ROD TYR EXTERIOR FROM END 012' O.C. J INACTIVE e K LOCK OPTION 1 (SEE SHEET 3 INACTIVE EXTERIOR ACTIVE e6 LOCK OPTION 2 (SEE SHEET 3) INACTIVE EXTERIOR e ACTIVE 6 LOCK OPTION 4 (SEE SHEET 3) 31W MAX. ACTIVE e 6 INACTIVE EXTERIOR ACTIVE e6 LOCK OPTION 3 (SEE SHEET 3) .. ... . . . . . .. .. NOTE: •• ••• •• • • • •• 1 THE DOOR OR DOOR WITH TRANSOM WILL QUALIFY TO BE INSTALLED INTO REINFORCED STOREFRONT(SEE SHEET 2 AND DETAIL E/B). 2- REINFORCED STOREFRONT AND END ANCHORS REFER TO SEPARATE NOA, TO BE REVIEWED BY BUILDING OFFICIAL. • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• � Trulite GLASS t AWNPNM 80LURON9• Kllp://www.W!4e.com TYPICAL ANCHOR(SEE SHEET 3) 800 FAIRWAY DRIVE, Sults 200 SEE ELEVATION FOR SPACING DEERFIELD BEACH, FL 33441 (SEE CHART 1 ON SHEET 1) P- 8004 32 41132 1 N. 954-7244083 PRODUCT: 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR W/O TRANSOM ( LARGE MISSILE IMPACT) AM -ed u mnWIyeV wile •Ne ZoVo 89i('yll p� Date L /V7/ C- NOAN�I�j 2 Miami p pb N! �By ENGINEER: M iti- MCY ENGINEERING, INC.MJ GLAZING CONSULTANT 5501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P: 305.271•D117 Email: MCY.Fspinarir19�aLLeM www.MCYEnglirehgram STAMP: �Whl)li,1 d!M.� RATI�W . \ll, AE' \� y59g3 Tj0 �?�•. FLOC. ' �'. PRODUCT �(4RIRQ4 y'PP(3 AL: JUN 0 2 2015 DRAWN:FRANK I DRAWING No: TATE: 03-24—I5 6 OF 11 WG: AD15-23 TYPICAL ANCHOR (SEE SHEET 3) SEE ELEVATION FOR SPACING (SEE CHART 1 ON SHEET 1) lx WOOD BUCK TYPICAL ANCHOR (SEE SHEET 3) SEE ELEVATION FOR SPACING (SEE CHART 1 ON SHEET 1) (SEE CHART 2 FOR TRANSOM END ANCHORS) MIN: (SEE CHART 2 FOR TRANSOM END ANCHORS) aA I i #12-24 BY 3/4" PH. MS. 4"FROM END AND 11' O.C. TYP. G1 TRANSOM OPTION I 1 1 1 NOTE: HINGES SHOWN ARE IMAGE \ONLY. #12 FH MACHINE SCREWS TOTAL OF 4 PER SIDE rt -1/2' XIII THK. 8' LONG LUM 3 \ EXT.,/ A. TMIN=1/8'. PLATE AT HINGE LOCATIONS H1 HINGE OPTION 1: (26298) 4-112" STEEL BUTT HINGE (SEE SHEET 3 FOR LOCATION) HINGE OPTION 2: TOP (21274) lH2BOTTOM (21273) OFFSET PIVOT HINGE MIDSPAN (2456x) (SEE SHEET 3 FOR LOCATION) 10 7 ` 14 TRANSOM OPTION EXTERIOR L #12-24 BY %"PH. MS. 4'FROM END AND 11' O.C. TYP. CHART 2 FOR ISM END ANCHORS) NOTE: 1- THE DOOR OR DOOR WITH TRANSOM WILL QUALIFY TO BE INSTALLED INTO REINFORCED STOREFRONT(SEE SHEET 2 AND DETAIL E/B). 2- REINFORCED STOREFRONT AND END ANCHORS REFER TO SEPARATE NOA, TO BE REVIEWED BY BUILDING OFFICIAL. 3- SEE NOTES ON SHEET 1 AND 2 FOR DESIGN PRESSURE LIMITATIONS. / \ / #12-24 FH MACHINE 1 AppmvtdrM • • • II • r• •• • VMS • • • • • • \• 1 / NOA#' NAA# Miami [lade • • • • • • w\ EXT. • H, I��-� 3 '--- . EXTE •� H3 HINGE OPTION 3: (6009X) (SEE CHART 2 FOR TRANSOM END ANCHORS) aA I i #12-24 BY 3/4" PH. MS. 4"FROM END AND 11' O.C. TYP. G1 TRANSOM OPTION I 1 1 1 NOTE: HINGES SHOWN ARE IMAGE \ONLY. #12 FH MACHINE SCREWS TOTAL OF 4 PER SIDE rt -1/2' XIII THK. 8' LONG LUM 3 \ EXT.,/ A. TMIN=1/8'. PLATE AT HINGE LOCATIONS H1 HINGE OPTION 1: (26298) 4-112" STEEL BUTT HINGE (SEE SHEET 3 FOR LOCATION) HINGE OPTION 2: TOP (21274) lH2BOTTOM (21273) OFFSET PIVOT HINGE MIDSPAN (2456x) (SEE SHEET 3 FOR LOCATION) 10 7 ` 14 TRANSOM OPTION EXTERIOR L #12-24 BY %"PH. MS. 4'FROM END AND 11' O.C. TYP. CHART 2 FOR ISM END ANCHORS) NOTE: 1- THE DOOR OR DOOR WITH TRANSOM WILL QUALIFY TO BE INSTALLED INTO REINFORCED STOREFRONT(SEE SHEET 2 AND DETAIL E/B). 2- REINFORCED STOREFRONT AND END ANCHORS REFER TO SEPARATE NOA, TO BE REVIEWED BY BUILDING OFFICIAL. 3- SEE NOTES ON SHEET 1 AND 2 FOR DESIGN PRESSURE LIMITATIONS. -'kTrulite OlAB# i ALUMONM 80LUIIDN9` hllpllw Wn.lrutile.cpm 80D FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL33441 p. 800.432-813211.951-724.2083 PRODUCT: 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR W/O TRANSOM ( LARGE MISSILE IMPACT) ENGINEER: M MCY ENGINEERING, INC.Tyj GLAZING CONSULTANT 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P: 305.271-0117 Emelt MCY.E�pinearinp®a11x1 Y Inee4np.00m -' 1 `� fLO� R)'•701 TR#.TI01f •� CAM 2861 1: LT — IS EOi- ORIV.1'. ;\ s101!A� G PRODUCT APPROVAL N: FRANK DRAWING Np: 03-24-1 7 OF 1 1 AD15-23 0 2 2015 / \ / #12-24 FH MACHINE I I SCREWS @8' O.C. I AppmvtdrM • • • II • r• •• • VMS • • • • • • \• 1 / NOA#' NAA# Miami [lade • • • • • • w\ EXT. • H, I��-� 3 '--- . H3 HINGE OPTION 3: (6009X) CONCEALED ALUM. CONTINUOUS • • • • • • • LU HINGE GEAR • • • • • • (SSE S•EETR3 FOR LOCATION) • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -'kTrulite OlAB# i ALUMONM 80LUIIDN9` hllpllw Wn.lrutile.cpm 80D FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL33441 p. 800.432-813211.951-724.2083 PRODUCT: 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR W/O TRANSOM ( LARGE MISSILE IMPACT) ENGINEER: M MCY ENGINEERING, INC.Tyj GLAZING CONSULTANT 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P: 305.271-0117 Emelt MCY.E�pinearinp®a11x1 Y Inee4np.00m -' 1 `� fLO� R)'•701 TR#.TI01f •� CAM 2861 1: LT — IS EOi- ORIV.1'. ;\ s101!A� G PRODUCT APPROVAL N: FRANK DRAWING Np: 03-24-1 7 OF 1 1 AD15-23 0 2 2015 IS 2(SEE SHEET 3)1. LVA IIU FOR SPACING 1 114' 5' MIN. MIN. 1710.24X1/2" PH.MS 4' 1 v� FRI,• INTERIOR TYPICAL ANCHOR (SEE SHEET 3) htIP:/A—tiulIIe- SEE ELEVATION FOR SPACING 80D FAIRWAY DRIVE, Suite 2DD (SEE CHART 1, SHEET 1) DEERFIELD BEACH, FL 33441 MI 14 6 ED BqE PRODUCT: w 4 351 SERIES FULL LENGTH(Fy=38 KSI) ALUM OUTSWING � O DRY -GLAZED W e 00.: �•. .-1, UU : .. 1 EXTERIOR B 30 14 Zp R 8 W1 OR W10 TRANSOM TYPICAL ANCHOR SEE ELEVATION (SEE CHAI NOTE: 1- THE DOOR OR DOOR WITH TRANSOM WILL QUALIFY TO Be INSTALLED INTO REINFORCED STOREFRONT(SEE SHEET 2 AND DETAIL E/8). 2- REINFORCED STOREFRON F AND END ANCHORS REFER TO SEPARATE NOA, TO BE ,REVIEWED BY BUILDING OFFICIAL 3• SEE NOTES ON SHEET 1 AND 2 FOR DESIGN PRESSURE LIMITATIONS. • •� APPLICABLE TO SINGLE • • AND DOUBLE DOORS • 8 • • JEJTERIOR • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DRAWN: FRANK ORAWINC No: TATE: 03-24-15 8 OF 11 IWC: AD15-23 0 2 2015 Tru I ite GLASS a AI—IIN M80LGfgNT htIP:/A—tiulIIe- 80D FAIRWAY DRIVE, Suite 2DD DEERFIELD BEACH, FL 33441 p. 80043241M 1 t 954724-2083 PRODUCT: 518'X3.3/4' STEEI. BAR 351 SERIES FULL LENGTH(Fy=38 KSI) ALUM OUTSWING INTERIOR - - - DRY -GLAZED DOORS B 30 14 3 W1 OR W10 TRANSOM I ( LARGE MISSILE IMPACT) z.-za— z REVN DATE/REMARKS ENGINEER: 3 518IV '1 M EXTERIOR 32 REFERTOSEPARATE PRO DUCT APPROVAL FOR MCY ENGINEERING, INC. E STOREFRONT SYSTEM GLAZING CONSULTANT REINFORCED DOORJAMB WITH 8501 SW 124 Ave. SIe. 205A 8 SIDELITE (UNDER SEPARATE APPROVAL) MIAMI. FL 33183 P: 30.5-271-0117 NOTE: EmaA-. MCT.En9�eeana44aunel END LOAD, ANCHORS TORE REVIEWED BYAHJ vmw.MCYEnpM mm STAMP: 1111 I l 11j C�A.N. 28$77 - «p One Y ZLa Itl- PRODUC C OB U/rTP AL: • •� APPLICABLE TO SINGLE • • AND DOUBLE DOORS • 8 • • JEJTERIOR • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DRAWN: FRANK ORAWINC No: TATE: 03-24-15 8 OF 11 IWC: AD15-23 0 2 2015 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0.126 4,600 4.500 a 9"" 0.003 Lli 0.108 4 I ..� 0.010 -w"LTrulite GLASS i PLUMIM NIBOLUTpIf' Nt W' lAvww.WlOe.wm 800 FAIRWAY DRIVE. Sidle 200 DEERFLD BEACH, FL 33441 p,111 -41312-81321f.954-724-2083 SY53000TUBE(1LLJA41/Y) N17 -R n9YS 3000 JAMB MEMBER 608}76 li TRANSOM BARARANSOM NEADEN/JAMB %13112 -TOP RNL 2°015 105116 /1_6'BGT(GM L% 2°3°1 -TS .(i�_OPIIONAL DOORSTOP 44013 108176 PRODUCT: 351 SERIES ALUM OUTSWING 0 DOOR HEADERISILL JAMB :\ SY53100JAMBMEMBER N6176 t%' TRANSOM BAA/TRANSOM HEADEfUJAMB NAIL 60W z.bw DRY -GLAZED DOORS 0.113 9.622 0.126 ].038 0.010 0.726 W/ OR W/O TRANSOM ( LARGE MISSILE IMPACT) Ll O.OW REVN DATE/REMARKS tre' LONG � O Dls' lltlt o001t SlePCMP w1P1oa17r Pxus B' mOM FNDSAND 12'oC ENGINEER: M TUBE ftEJAMB n BEVEL HINGE STILE 26366 60NTc /1 MEETRJG STILE-ACTNE z617e eoesr6 rt MEETINGSTILEJNACTWE 26371 °OB.i-T6 AAGAL PLATE V ze37s eo/1Te /,1 ALUMINUM 11 DOORHEA W01 DOOR STOP CLIP -1110 LONG n H67 MCY ENGINEERING, INC. 0.188 GLAZING CONSULTANT 8501 SW 124 Ave. Ste. 205A MIAMI. FL 33183 306-271-0117 Finail. MCY.EngheoMgll!aflnM wAw.MC In0e0n .00m 0.500 4.000 p• 0.600 6.000 0.123 0 067 0 W0 0.10091 LNITEDWATERRATING 6- BUMPER THRESHOLD �2 2W6A 6p�7B STAMP: nPI�1�, WANGi IP76. Fk.OR1DA`QI�J{jgTTlldN/, \� (C.Y�BV' �59g8�'S'' •% \ 04881T. NON-WATERRATED 4•112LE TH RESNOLO 40ZOO/AGM27 0013 -TS LIMITED WATER RATING /1';,�4•BUMPERTHRESHOLD 1042(DIE:MACA515) IOBSTS ' 10 Ipp3.76 L>•1 - X76 OR ADAPTOR 1.190 0.069 � E%TEWOR DOOR ADAPTOR 18 26032 pp76 26031 808176 0,282 0.126. L _�9�.4 /1711ADAPTOR-&10'GLS U 3009 OOB1T8 0.944 O.Op -4.000 _'0.760 1a GLA7INGAOAPTOR 3008 °06175 Q Q 0.006 I ].Ise I 10ROVAU LYS 3000 3004 801176 O.f30 O O 0.001 9.050 ll SYS 3I OO SHEAR CLIP \`:J 3100 melTb °.eTe o.oe6 0.760 1.710.') l\SYS3100GLASSPOAPTOR L`/ 3103 606176 0.013 O•T60 O.NI 1.180 /LIA2ING ADAPTOR 3100 IO/1T6 �. 5•�'^ ��' ': PRODUCT CONT JUN 0 2 2015 O.Oda o.7so 1.000 0.488 "s x ° o _ _ 6.716 • • • • • • • • • • • • • • • 0.4 • • • • • • 0. • • • • • • • • • • • b. • • • • • • • • • • e.011 • iL • . B, 2.200 0. Aw FlorWxAPPO' 3 ta7WIY/+IB with D1p FloddaB - Tlale NDAN -o •02 Miami AoQ14e0 aw H). /,1 GLA ZING ADAPTOR 3003 806}7$ (.\DOOR BOTTOM SWEEP ASSEMBLY t`i 25097 6 EP DM GLAZING GASKET l:/ RG -15 lIEPGM GLAZING GI�KET • • • RG -1 • • • • • NG TO F full GLASS 31 ALIN.INSUTATFD SPACER X1122 10B}7660�}76 DRAWN: FRANK DRAWING No: 9 OF 11 3�8 • • • •oN1T5 .. DATE: 03-24-, 000 • • DWG: AD" -23 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BILL OF MATERIALS P1 wMLm. �� - O % Miami 03Y 0 • • • • • • • • • • • • • • • • • b• 0 • • • • • • • • • • • • • • • • • • • • • • • • • V Tru I ite GLASS 8 ALUMINUM SOLUTNSiS- ITEM # PART # DESCRIPTION MATERIAL SUPPLIER/MANUF. BMlp://www.Wlite.com DO FAIRWAY Wite-SuIM 200 DEERFIELo BEACN.FL o B00i72-013211.951-7R1-2083-2083 1 3000 3000 DOOR HEADER/SILL JAMB ALAN. 8063-T6 BDNNELL 2 3001 3000 TRANSOM BARITRANSCM HEADERIJAMB ALAN. 6063-T6 BDNNELL 3 3101 3100 TRANSOM BARITRANSM HEADERIJAMB ALUM, 0063-T5 DONNELL PRODUCT: 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR WIO TRANSOM ( LARGE MISSILE IMPACT) ' 4 25015 3 1/2' TOP RAIL ALUM. 6083-75 DONNELL 5 28364 5 -BOTTOM MIL ALUM. 6053-T5 BONNELL 5 26366 BEVEL HINGE STILE ALUM, 8083-T6 DONNELL + 7 26378 MEETING STILE -ACTIVE , ALUM. 6053.75 DONNELL 8 28371 MEETING STILE -INACTIVE ALUM. 8063-T5 DONNELL 9 26375 ASTRAGAL PLATE ALUM. 6003-T6 DONNELL 10 50513 5000 DOOR HEADER/SIDE JAMB ALUM. 8063-T5 DONNELL it 40290 (AGM27) 4'8ADDLE THRESHOLD ALUM. -6063 -TS BONNELL REVN DATE/REMARKS 12 2005V 5'BUMPER THRESHOLD ALUM. 6063-T5 PEWO 13 1042 COWER THRESHOLD ALUM. 6063-T5 DONNELL 14 10029 DOOR STOP ALUM. 6063-T5 DONNELL 44013 OPTIONAL DOOR STOP 14A ALUM. 6083-T5 DONNELL ENGINEER: ��----�� Im,�,— MCY ENGINEERING, INC. 'fLL�_11 GLAZING CONSULTANT 15 28031 INTERIOA DOOR ADAPTOR ALUM, 8083.75 BONNELL 16 26032 EXTERIOR DDOR ADAPTOR ALUM. 8083 -TS BON1ELl 17 3008 GLAZING ADAPTOR -9/18' ALUM. 6063-T8 DONNELL 8501 SW 124 Ave. Ste. 206A MIAMI, FL 33183 P: 305-271-0117 Email: MCY.Ee9,eeenM@."ei --C ana — STAMp:\��11 lig ` RID7L� 5598 AT101 ; EGI N 53953 - Q . C.A.N.9�§s77 - g6 aD- ul - . 4 ........ Ol cc�40E . L- 18 3009 GLAZING ADAPTOR ALUM. 0083-T5 DONNELL 9004 SYS 3000 SHEAR CLIP 19 ALUM. 0003-T5 BONNELL 20 3104 SYS 3100 SHEAR CLIP ALUM. 6063 -TS DONNELL 21 3103 SYS 3100 GLAZING ADAPTOR ALAN, 0033-T5 DONNELL Y2 3005 TRANSOM GLAZING ADAPTOR ALAN. 6063 -TS DONNELL 3003 GLAZING ADAPTOR 29 ALAN. 8089 -TS BONNELL 24 26047 DOOR BOTTOM SM:EP ASSEMBLY ALUM I RUBBER HAGER 25 RG15 EPDM GLAZING GASKET EPDM (DUROMETER 70 SHORE A) TREMOO 28 RG1 EPDM GLAZING GASKET EPDM (DUROMETER 70 SHORE A) TREN00L 9B5 D.C.995 SILICONE 27 SILICONE DOW CORNING 28 V21D0 1/4'X1/2' GLAZING TAPE FOAM CAL 28 H02D 1 1l2'x 1/2'x 1/8' SETTING BLOCK EPDM (DUROMETER 60 SHORE A) TRENCID 80 R05 DOOR STOP GASKET EPOM (DUROMETER 65 SHORE A) TREMOO/COASON M:: PRODUCT CC�NI-I ffi. CC UU X1::11 21274(TOP) ALAN8083-T5 GLOBAL DOOR 31 -23(BOTTOM) OFFSET PIVOT HINGE ALUM, 6063-T5 GLOBAL DOOR 245OX MIDSPAN ALUM, 6063-T5 GLOBbbODR • • • to 26288 4-1I2' STEEL BUTT HINGE 1/8' THK. 32 STEEL HATER COIIPANI • • • 33 0009X ALUM CONTINUOUS GEARED HINGE 0.094' THK. ALUM. 6063-T5 NAGE AN • • • 34 24110 BRUSH PILE AT DOOA MEETING STILE YARN A%MRY G110eP• • • 35 23301 RUBBER GROMMET AT ASTRAGAL NITRILE RUBBER GRONMENT 36 3108 TRANSOM GLAZING ADAPTOR FOR 1-6/16' GLASS ALUM. 6063-T5 SONNELL 97 1122 INSULATED ALUMINUM SPACER ALUM, 6063-75 A MM INC. •1 36 H67 DOOR STOP CLIP -1 1/0' LG, 0' ON ENDS, 12. O.C. STAINLESS STEEL EMS MAIRUFACTURDN • • DRAWN:FRANK DRAWING No: 10 OF 11 - - • •• • • • • • • • • DATE: 03-24-111 DWG: AD15-23 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • B-3/4(19) SELF TAP SCREWS (TOP AND BOTTOM) b MOUNTING SCREW STRIKES (AHT 8000) LOCK OPTION 1 ADAMS RITE TOP/BOTTOM STRIKE LOCK OPTION 4 T—Screw Pkp900285 OR_ P 385A Strike (Bottom) 304L Stdke(Bottom) 338 Strike (Top) Standard Standard Panic or Fire Panic or Fire Panic or Fire Exit Hardware Exit Hardware Exit Hardware STRIKES WONDLIPRIN 9947) screw �•= U� LOCK OPTION 3 9841911 283 Stoke (Top) Wood Frame (2)12.24 BY 3/4" FLAT HEAD MACHINE SCREWS. (2)1/4-20 BY 1 1/2' PAN /i�HEAD MACHINE SCREWS. (2)12-24 BY 3/4' FLAT HEAD MACHINE SCREWS. (2)1/4-20 BY 1.1/2' PAN HEAD MACHINE SCREWS. (2)10-24 BY 1/2° FLAT HEAD MACHINE SCREWS. 3/8°-18 STEE �•� THREADED TRUSS-RO .�, WITH 3/8' DIA. NU I Flcridecillas wYhthe NOAH ��'--..p� Miami Dade Rod" Cur/a1ol2 3/8"-16 STEEL THREADED TRUSS-ROD— WITH RUSS-ROD — WITH 3/8" DIA. NUT / I � I I 14 BY1/2' FH. MS. FRAME CORNER CONNECTION • • • i i i i i DiOCIR PANEL CORNER CONNECTION • ••• •• all, go 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • oTrulite eUfB ■ AW NINUN SOLIRIOM' hllp:/lvwnv.kulite— B00 FAIRWAY DRIVE, Suits 200 DEERFIELD BEACH, FL 33441 P. SOD432-813211. W-724-2083 PRODUCT: 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR W/O TRANSOM ( LARGE MISSILE IMPACT) ENGINEER: %INC MCY ENGINEERING, GLAZING CONSULTANT Mot SW 124 Ave. Sle. 205A MIAMI, FL 33183 P: 305.271-0117 E"ull'. MGY.UgIw N@® st •ww.A1CYE N STAMP: ����117P1IryHpp �b:R. `` •' 28877. ,J yJnL� s D� -- Fire SAP(//(/.��:7r.� JLo... ct ' F 022015 N: FRAIafDRAWING No: 03-24-15 11 OF 11 AD15-23 e 11 YcM Engineering Concepts Corp. April 05, 20181,,►„,`,,, Miami Shores Village y -;c ti ���ci''•. 10050 NE 2nd Avenue No 75428 Miami Shores, FL 33138 ST E 1 4LO Re: 40 Years Inspection Fs �40RID ,�C1 .,•S' ANAL E Property address: 9801-9845 NE 2nd Ave, Miami Shores FL 33138 '`� Case Number: RCRT-9-13-2064 Folio # 11-3206-013-4380 Owner: 9801 Park LLC 0000 To whom it may Concern: .. 0000 I Yan Luis Solis, hereby attest that I have inspected the building above referciaccd6and f«;hd it to 0000:. be in good structural condition. The building is structurally safe and in my oph??M? the building is ; safe for the specified use and continued occupancy, a completed 40 year re c t{iT catioi age will be submitted to the Village Of Miami Shores after the closing of the Stojv J;w 1t Permit. .. K . 6 See Attached pictures showing some of the repairs mentioned in the previou 040.-iear Inspr. ection Report. 0060.. 0000.. YcM Engineering Concepts Corp 14245 SW 21 Terrace, Miami FL 33175 305-484-5596 YcM Engineering Concepts Corp. Based upon the conducted inspections, hereby attest that to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced, stnicture are in sound structural condition. I also attest that to the best of my kr;DyA lge, beNf and " professional judgment this building has been updated, therefore I recommend the appr0.'J.of the 0 6 06:0 recertification for the building in reference. • • • • 4 •• •••••s *000 • • • • As a routine matter, in order to avoid possible misunderstanding, nothing'in tla§* ttport should be construed directly or indirectly as a guarantee for any portion -at st;uctuce.• .0. the • % • • best of my knowledge and ability this report represents an accurate appW§Al of the p1tsent ""':' condition of the building based upon careful evaluation of observed con;itien.'s, to the extent 6 • •, ; 0 possible. • • • 000 . •0000• If you have any question regarding this please contact me at 305-484-5596 0A ' rs i o. 75422 3 � f ST TEgF 10. ,''•SS10NA�- 'AAAAAAIIl�e.. YcM Engineering Concepts Corp Yan L Solis, P.E (President/ Owner) 305-484-5596 YcM Engineering Concepts Corp 14245 SW 21 Terrace, Miami FL 33175 305-484-5596 Electrical Repair Report Address: 9801 NE 2nd Avenue, Miami, FI a following items need Based on the electrical inspection performed on 5/11114, th repair: .... Unit #9845 (Family Health News): .. wood wall in front of electrical panel to allow 3ft work'Wj Space.gi.p6r • • ; • 1. Remove w 000000 ' code. •••••• re Stoors total of 2) • • • • • .. (.. . ..:..' .. 2. Install one exit/emergenate hallway bo at front and rear eg . • • • • • • • • • • ht co and one emergency light• • • • • • •' . . . . ...... Unit #9825 (Family Health News): . • 1. Replace existing exit lights at corridor front and rear egress doors, with emergency/exit light combos. 2. Replace existing exit light by the door from working area to corridor, with emergency/exit light combo. Unit #9835 (Drop-off dry cleaner): 1. Electrical circuits need to be identified on panel. Provide directory. 2. Install one exit/emergency light combo at front and rear door (total of 2) 3. Provide plastic filler plates on house second section, in order to seal empty breaker spaces. Unit #9805 (Pilates Gym): 1. Replace existing exit emergency light combo at rear door heading to the electrical room (not an egress door)with an emergency light only 2. Relocate existing exit/emergency light combo at rear door to front door. Unit #217 (Imagination Beauty Salon): 0 1. Install one exittemergency light combo at front and rear door (total of 2). ("f Electrical Room: 1. Replace existing wood door with an approved 2HR fire rated type. 2. Provide metal cover to Unit #211 meter can. . . .... ...... Parking Illumination: light fixtures to 8C-3Af.Miami Dade Add new exterior as required comply with section municipal Code. ""' • • • • • General Note: 00 00 • • • • •••••• be • • • • • The hi -leg conductor (phase with higher voltage to ground) shall permanent1g ""� marked with an orange color outer finish, where present throughout t6e-l5uAdingi • • • • • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. JANUARY 09 2015 • Permit No: RCRT-9-13-2064 """' ""' • • • • • • . ...... . . . .... . ..... ELECTRICAL REVIEWER COMMENTS •••••• •• ••�••• .... . .. ...... NEED TO OBTAIN AN ELECTRICAL PERMIT TO REPAIR THE ITEMS ON THE.... ,�•••. ELECTRICAL REPORT. •� • Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 JANUARY 15, 2015 •�•• •••• • ...... .... Permit No: RCRT-9-13-2064 ' •' • ' Building Critique Review •••••• •• • According to the certification provided corrections are required in order to ctrrrrply with the requirements of section 8 of Miami Dade County Code and with the Florida Building code. Provide working drawing and obtain a permit for the required work. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. t 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 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. F-IBUILDING ❑ ELECTRIC [:] ROOFING F-IPLUMBING F -I MECHANICAL PUBLIC WORKS JOB ADDRESS: gL20 l — 1 ��c� 0 G 2-tp UL 2 3 2018 Fec zo 1 (4 REVISION [:] EXTENSION ❑RENEWAL CHANGE OF CANCELLATION F_� SHOP f NGI Nom% DRAWINGS City: Miami Shores County: Miami Dade Zip: ?7� 1 '?, �'_' Folio/Parcel#: E l - 3f2 (-O 12 -,43 $D • Is the Building Historically Designated: Yes NO �< Occupancy Type: Load: Construction Type: Flood Zone:x BFE: n4FFE: 10. ss -I OWNER: Name (Fee Simple Titleholder): !nq_-"o I �-'- W� Phone#:�' 1�5' ISoo Address: 4-141 Ive 4AO-161 City: td pvpwt) State: i' Zip: Tenant/Less_eef Name: {M Ut,n- RK".Pr- Phone#: Email: �✓(i�2v+n�`�� �nAq q26 ( • ��w. CONTRACTOR: Company Name: i �\�s ��• Phone#: Address: :7:z!T1 I 4 -A -j Z 2i City: -0 / A -1M ': j FS Qualifier Name: '_3 Phone#: C2,05;_' +z Gg, State Certification or Registration #: `u�GCertificate of Competency #: ^ DESIGNER: Architec Engineer: N L-- (rf S Phone#:5" `�$"r'�5��0 Address: �� 5 -2-f �7'� City: A liAyul State: P� Zi 5.3175 Value of Work for this Permit: $ =Square)/inear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $, Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ . t Notary $. Double Fee $ Bond $ TOTAL FEE NOW DUE $ r rem r-- .- r Bonding Company's Name (if applicable) Bonding Company's Address City, State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Or Zip 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. , .1 "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 th ence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature r� Signature OWNER or AGENT C R OR The foregoing- instrumen was acknowledged before me this The foregoing instrument as acknowledged before me this —2— day day c _ 20 � by _ day of 20 �J by r is personally known to 4 who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUB Sign:_ Print: Wo Seal: buo., My COMES slop er 1# FF5 2019 dters EXP public Undem q' � Bonded Thru Nota identification and who did take an oath. NOTARY P Sign: Print. Seal: �.��i�isssss APPROVED BY ` 7711 Plans Examiner Zoning IStructural 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 CHANGE OF CONTRACTOR / ARCHITECT / e1 Inl U Permit N. `5"' 17 -1307. Ej<P/z.D1111erw 117' i -%S-,+-1 e'961 - Owner's Name (Fee Simple Title Holder): -q9-;C% IPAW JC LLC • Phone #: Owner's Address: 4 14-1 t4 -e _/ 20¢x• City: M JA -M I State : -F-L Zip Code: -3 X137 Job Address (Of where work is being done): -/SDI !y E. 26-AVI�—= . City: Miami Shores State:—Florida Zip Code: -5-3 139 - Contractor's Company Name: JG �4�L lP-Tt-s ZOVf. Phone #: -30S 42 - 3119 Address: -7-74 1 -:;,W (Z2- AWS City: tj IAM Qualifier's Name -j 0,0, 1 Zip Code: 3) 8 3 Lic. Number: C,-Dr7S0G Architect/Engi1-5401 of Record Name:AS Address: NW 6 2 �YG� City: Vofl'C' State: Zip Code: 33122 Describe Work: 2 I hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless of all legal involvement. Signature - Signature 46 /J -f Owner or Agent Contractor or Architect The foregoing insment was aknowleeddg�ed before me_ The foregoing instrument was aknowledged before me A this tr day of ,20',by this _Z C> day of _, 20(%by (O �-'t • ��� Who is personally known to me or who has produced who is personally known to me or who has produced Not Public: Sign: Seal: as indentification. MY COMMISSION # FF 928131 EXPIRES: October 15, 2019 Bonded Thru Notary Public Underwriters as indentification. Nota u li Sign: Seal: =o of Pqs, . Notary Public State of Florida Sandra Gabriela Lopez My Commission FF 906523 Expires 08104/2019 Permit NO. W5-4-18-969 �sHO1!Fs L,� Miami Shores Village Permit Type: Windows/Shutters 10050 N.E. 2nd Avenue NE Perl �� � ori�Ctassification: Window/Door Replacem Miami Shores, FL 33138-0000 Permit Status: APPROVED Phone: (305)795-2204 �oR`oA i Issue oats: 5/3/201Expiration: 10130/2018 p� Project Address Parcel Number Applicant 9801-9845 NE 2 Avenue 1132060134380 Miami Shores, FL 33138- Block: Lot: PARK LLC Owner Information Address Phone Cell PARK LLC 4141 NE 2 Avenue ()__ MIAMI FL 33137- 4141 NE 2 Avenue MIAMI FL 33137- Contractor(s) Phone Cell Phone J.C. & ASSOCIATES GROUP, INC (305)253-8225 (305)742-3199 Type of Work: NEW STORE FRONT TO REPLACE EXISTING No of Openings: 53 Additional Info: NEW STORE FRONT TO REPLACE EXISTING Classification: Commercial Scanninq: 4 Fees Due Amount CCF $60.00 DBPR Fee $9.45 DCA Fee $6.30 Education Surcharge $20.00 Permit Fee $630.00 Scanning Fee $12.00 Technology Fee $80.00 Total: $817.75 Valuation: $ 100,000.00 Total Scl Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -4-18-67141 05/03/2018 Check * 20201 $ 767.75 $ 50.00 04/12/2018 Credit Card $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issua ce 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 assum resp sibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECjTRICk P� B}KG, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDA construction and zc Buildin May 03, 2018 all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating I authorize the above-named contractor to do the work stated. re: Owner / partment Copy / Contractor / Agent May 03, 2018