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WS-14-2484Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-230351 Scheduled Inspection Date: April 13, 2015 Inspector: Rodriguez, Jorge Owner: ATASH, KARIM & METIS CORINA Job Address: 1195 NE 100 Street Miami Shores, FL Project: <NONE> Permit Number: WS -11-14-2484 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)790-5551 Parcel Number 1132050190360 Contractor: AMERICAN STORM PROTECTION Phone: (305)264-0446 duuaing uepartment comments REPLACING 6 WINDOWS 4 DOORS WITH IMPACT ALSOI Infractio Passed Comments CLOSING 6 WINDOWS AND RESIZING 3 DOORS AND 1 INSPECTOR COMMENTS False ILi7T1lei Passed Failed Correction ❑ Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid Inspector Comments CREATED AS REINSPECTION FOR INSP-223266. No access April 10, 2015 For Inspections please call: (305)762-4949 Page 8 of 25 Charles C. Mitchell, P.E. 924 N. Federal Hwy. Hollywood, Fla. 33023 Civil/Structural #11127 305-336-5069 "As -Built Certificate" April 9, 2015 Building Official Building & Zoning Dept. Village of Miami Shores Miami Shores, Fla. Re: 1195 NE 100' St Miami Shores, Fla. Dear Building Official, In reference to the front entrance door bucks, the top door buck used a 2"x8" & 1 "x6" p.t. wood buck and attached w/'/4" dia. tapcon screws x 3 3/4" long spaced at 6" & 12" oc. elsewhere. The sides of the door frame were attached directly to the exstg conc. structure w/'/4" dia. tapcon screws x 1 3/4" long spaced at 6" from corners and 12" o.c. elsewhere. Note all tapcon embedment were min. 1 %2". The methodology used was to visually inspect the wood bucks prior to the installation of the drywall. In reference to the rear French Door the wood bucks were determined to be 1"x4" p.t. at the top and 2"x4" on the sides. The bucks were attached to the bucks w/'/4" dia. tapcon screws x 23/4" long spaced at 6" from corners and max. 12" o.c. elsewhere. The methodology used was to visually insect the wood bucks prior to the installation of the drywall. In conclusion, all work inspected was determined to be structurally sound and meets my design criteria and specifications. Sincerely, r A Charles C. Mitchell, P.E. BUILDING 1r11A.11ll 011V1 GJ V 111QgG Building Department NOV 12 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972° INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC /20 �j Permit No.015- %— C)�87 PERMIT APPLICATION Permit Type: BUILDING Master Permit No. ROOFING JOB ADDRESS: / / 9:5- AJ C. lD ® S7 City: Miami Shores County: Miami Dade Zip: / 3 Folio/Parcel#: `% s .32 0 5- 0 19 03 (- O Is the Building Historically Designated: Yes Zone: OWNER: Name (Fee Simple Titleholder):_ A R ) m A rAS 14 Phone#: � 0) 790- 5-56) 6l Address: / 5� NZ /0 a S� City: H1,41-4; State: F1 Zip: 33 % 39 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: A—,weP_1CAS!% D )Pw ?4a��Ow Phone#: C-3OSo 5-/.3 `0sl V Address: l / /U G(1 / 7` �/ �� /D City: J::� /A M t State: T1 Zip: 2:�rl % Z_ Qualifier Name: z3 9-y�1jaw RNbdr t •CJ !/ e L Phone#: (_s45) 51'F'9e - y/O % State Certification or Registration #: C& G '1:5 / 3 Z% q Certificate of Competency #: SL`3-$Z! mail Address: As Wp��vcUsaC��n Contact Phone#: ®�� � DESIGNER: Architect/Engineer: Value of Work for this Permit: $ 5�0 (a`� • 00 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ElKepair/Replace ❑Demolition Description of Work: I e, & % 1 sroa P'0 � c- 1 �` r; , U-'5 c' n y �Gt Q rU�� f� dc6l'W 41061 tjaa\0r"fiCacjy�e- ang (M) L"Inocnj Color thru tile: Submittal Fee $ ��� Permit Fee $�`2� • o� CCF $ c 4 • YD CO/CC $ Scanning Fee $ 00 Radon Fee $ • d DBPR $ S CXR Bond $ Notary $ Training/Education Fee $ •% Technology Fee $ 3 2• • & Double Fee $ Structural Review $ �a • 00 12-0 • 00 1 2,0 0%-�, , kQ . to TnTAT. FF.F NOW nTTF. / • / _ O k Bonding Company's Name (it 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 attachm nt. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspecti n which oc s seven (7) days a r the bu' ing permit is issued. In the absence o c ted notice, the inspection will not l}�approve and a reinspec ' n f ill b ged. Owner or Agent if Contractor The foregoing instrument was acknowledged before me this a17� The foregoing instrument was acknowledged before me this day of. 0>kbEll 20 /Y, by JP►16 �A AtAGa day of 6 , 20 Jy by 021 -I%YJ / who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: / Sign: i //�� ��`. •`e�% RIGOBERTOJESUSCUESTA print: Rtci®he`% 57`,lB Print: l.�t.( 340 otpFY PUBli EXPIRES: April 27, 2015 My Commission Exp'Us:,.' RIGOBERTO JESUS CUESTA My Commission Expires: s, o°MY COMMISSION 0 EE 051,: '1 Bonded ihru Budget Notary Services *.� EXPIRES: April 27, 201: F+ 00° Bonded ihru Budget Notary Sera b APPROVED BY ` Plans Examiner Zoning , Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is fled or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore.you maybe personally liable for the worker compensation iniuries of any person allowed to work under this permit. Please check with your insurance carver since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Print Name Signature: State of Florida ) County of Miami -Dade) Swornto an subscribed before me this day of 0 V blR201V-. By P . BERTO JESUS CUESTA 051340 # * PIRES: April 27, 2015 (SEAL) s,4j£� Ft��O� Bonded Thru Budget Notary Sexes Type of Identification produced Co /tr ctor ame• . Ure:�B��jc1/l/ State of Florida ) County of Miami -Dade ) Sworn to and subscribed before me this day of �' , 20_V. a OBERTOJESUS CUESTA By / c* MY C MISSION 0 EE 051340 (SEAL) �r9rF0F F`Oe�P Bonded Thru Budget Notary Services Type of Identification nroduced Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PPp-Ick-1� Permit No: W S 14 >Zk 8 y Structural Critique Sheet . ILp' Page 1 of 1 f IiAw�i I�'tiif A P� I I -s 16-- 1 E Vii) IJ®- - I - t� I tr • ®,3 STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets In the re -submittal drawings. Mehdi Asraf • - - MecaWind Std v2.2.5.7 per ASCE 7-10 Load Casel Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com w Date 11/6/2014 Project No. N/A psf ---------- - Company Name Charles C. Mitchell Designed By Charles C. Mitchell ---------- -29.05 Address,, 59 3 924 N. Federal Hwy. Description Remodeling and door s windows City , • Hollywood, F1. 33023 Customer Name INTERIOR/EXTERIOR REMODELING State Fl. Proj Location 1195 N.E. 100th Street Miami S File Location: C:\Marvin-Jackson-Miami-Shores.wnd 3 Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) .00 Basic Wind Speed(V) 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure - No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt 1.00 AM = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon 0.20 Zmin = 15.00 ft Slope of Roof = 4 : 12 Slope of Roof(Theta) = 18.43 Deg Ht: Mean Roof Ht = 13.92 ft Type of Roof - HIPPED RHt: Ridge Ht = 18.83 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge - 67.25 ft Bldg Width Across Ridge= 59.00 ft Length of Hipped Ridge - 5.00 ft Roof Slope on Hip End = 17.53 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis• • •• •• • • Zm: 0.6*Ht - 15.00 ft• • • • • • • • • • • lzm: Cc*(33/Zm)^0.167 = 0.23 • • • • • • Lzm: 1* (Zm/33) ^Epsilon - 427.06 ft• • • • • • 6666•• • • 0: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91 0 • •• •• • Gust2: 0.925*((1+1.7*1zm*3.4*0)/(1+1.7*3.4*lzm)) - 0.88 e 6 •• 9• • • • 6666 6666•• Gust Factor Summary • • • • Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 • • • • • • • 66600 6666••• • • •• • 6666• Table 26.11-1 Internal Pressure coefficients for Buildings, GCpi •909 • • • • • • GCPJ : Internal Pressure Coefficient = +/-0.18 • •• •• • 6 •00.6• Topographic Adjustment • 0 = 1.00• • 0 0 • :6666• 6666• 0.33* z • Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.000 • • i• • 6.0 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = 175.00 Jk)!h • •• •• • • • 6090 MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon A -*D Design, with a Load Factor of .6 MWFRS Pressures for Wind Normal to 67.25 ft wall (Normal to'Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 0.88 h: Height to top of Windward Wall = 9.00 ft ph: Net Pressure at top of wall (windward + leeward) a38.70 psf p0: Net Pressure at bottoiu of wall (windward + leeward) 38.70 psf ps: side wall pressdre acting away from wall = .54 * ph pl: Leeward wal4pressure acting away from wall - .38 * ph pwh: Windward waif. press @ top acting toward wall - ph-pl pw0: Windward wall press @ bot acting toward wall = p0-pl ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height Lambda: Exposure Adjustment Factor Slope: Roof Slope Zone Load Casel Load Case2 psf psf ---------- ---- 1 ---------- -29.05 10.09 2 -23.48 -10.30 3 -36.05 .00 _ -20.90 psf -14.71 psf = 23.99 psf = 23.99 psf = 13.917 = 1.000 = 18.43 Deo 44 , 00.. .. . 0000 . . . 0000.. ...... . . 0 . 0000.. . • 0000.. .. .. . .. 0000.. 0 . 0000.. .. ..�..• 0000 . ..... . . 0000.. 0000 0000.. 000.09 • • • 0000.. . 0000.. 0000.. • .. . • • • . . . • . 0000.. 0000.. 44 , r . 4 -32.18 .00 5 -26.37 .00 Note: A value of '0' indicates that the zone/load case is not applicable. Notes - Normal to Ridge _ MWFRS Pressures for Wind Normal to 59 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 1.14 h: Heightrto top of Windward Wall = 9.00 ft ph: Net Pressure at top of wall (windward + leeward) - 38.00 psf p0: Net Pressure at bottom of wall (windward + leeward) - 38.00 psf ps: Side wall pressure acting away from wall = .55 * ph = -21.05 psf pl: Leeward wall pressure acting away from wall = .36 * ph = -13.85 psf pwh: Windward wall press @ top acting toward wall = ph-pl - 24.14 psf pwO: Windward wall press @ bot acting toward wall pO-pl = 24.14 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height 13.917 ft Lambda: Exposure Adjustment Factor - 1.000 Slope: Roof Slope - 18.43 Deg Zone Load Casel Load Case2 psf -------------- psf ---------- 1 -29.05 10.09 2 -23.48 -10.30 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of '0' indicates that the zone/load case is not applicable. :000:0 Notes - Along Ridge • • • • 0000•• • Wind Pressure on Components and Cladding (Ch 30 Part 1) 00 00•0 0000•• • • 09000• All pressures shown are based upon ASD Design, with a Load Factor of .60 so:** Width of Pressure Coefficient zone "a* _ = 5.57 ft•0•• *• ••• • • • 0010 • ••••• Description Width Span Area Zone Max Min Max P OMips V • • • 0 99:00 0 ft ft ft^2 GCP GCP psf Ale. 0••0 i•000•• a ------------------------------------------------------------------------------ OPENING 10 SQ.FT 3.16 3.16 10.0 4 1.00 -1.10 40.05 �s 0 0 • OPENING 10 SQ.FT 3.16 3.16 10.0 5 1.00 -1.40 40.05 •-53.6 • :000:0 000••0 OPENING 15 SQ.FT 3.90 3.90 15.2 4 0.97 -1.07 38.96 -42.35 OPENING 15 SQ.FT 3.90 3.90 15.2 5 0.97 -1.39 38.96 :-53•.% • • • OPENING 20 SQ.FT 4.50 4.50 20.3 4 0.95 -1.05 38.21 041.6& x0••000 0000 OPENING 20 SQ.FT 4.50 4.50 20.3 5 0.95 -1.29 38.21 -49.95 • 0000 OPENING 25 SQ.FT 5.00 5.00 25.0 4 0.93 -1.03 37.67 -41.06 OPENING 25 SQ.FT 5.00 5.00 25.0 5 0.93 -1.26 37.67 -48.86 OPENING 30 SQ.FT 5.50 5.50 30.3 4 0.7)2 -1.02 37.17 -40.56 OPENING 30 SQ.FT 5.50 5.50 30.3 5 0.92 -1.23 37.17 -47.86 OPENING 48 SQ.FT .6.94 6.94 48.2 4 0.88 -0.98 35.96 -39.35 OPENING 48 SQ.FT 6.90 6.94 47.9 5 0.88 -1.16 35.97 -45.47 OPENING 60 SQ.FT. 7.80 7.80 60.8 4 0.86 -0.96 35.35 -38.74 OPENING 60 SQ. FT. 7.80 7.80 60.8 5 0.86 -1.12 35.35 -44.23 OPENING 125 SQ.FT 11.20 11.20 125.4 4 0.81 -0.91 33.47 -36.86 OPENING 125 SQ.FT pr .-.11.20 11.20 125.4 5 0.81 -1.01 33.47 -40.46 Khcc:Comp. 6 Clad. Table 6-3 Case 1 0.85 Qhcc:.00256*V^2*KNS:*fCht*Kd = * 33.94 psf k'. f 0 p 0000 • •• • 0000 • • • • • 0000•• • • • • 0000•• 0000•• • • • •• •• • •• 0000•• •0#••• i• • •e••• r s 0010 f •#r•• ••••0• 0000•• • • • • 0#000• • •••••• ••0.0• • f g i VersaFrame (Build 608.0) by Digital Canal Corp. General Info Model Name:- 1195 ne 100 street Company: E Engineer: Charles Mitchell P.E. Notes: Add steel C7 x 9.8 channel to existing 8 x 12 concrete tie beam use 4" long x 3/4" dia. wedge anchors spaced 24 inches on center through C Channel units into existing concrete tie beam. C Channel to extend to center of 8x12 concrete support columns each side of opening. Length ft Dimension in Force kip Linear Force kip/ft Moment kip -ft Linear Moment kip-ft/£t Surface Pressure lb/ft^2 Translational Displacement in Rotational Displacement rad Temperature F ' Modulus kip/in^2 Weight Density lb/ft^3 " Reinforcement Area in^2 Stress 1b/in^2 Nodal Translational Spring lb/in ••• % Nodal Rotational Spring lb-in/rad ••• 6 •••6.• Line Translational Spring kip/in^2 •6 • . 0 • Surface Translational Spring kip/in^3 .0•6.0 00•060 •• • 6666•• 6666•• • Materials 66•0 • 6666•• •.•.6 •60069 • Units: Young's Modulus (E), 6fc, fy, fys [kip/in^2]; Weight Density (Wc) [lb/ft^3]; 6.66• .. • • • • • • •• 6666• Thermal Coefficient (Ta) [1/F] •• .0 0 00 Material -------Label - E Poisson v We Tc fc • • fy • fys • ----------------------------- ---------- ------ 1 Default 2.9006+004 0.3 489.0 0.0 3.000e+000 1.000p+001 Wott9+001 0 2 Concrete40 3.644e+003 0.15 145.0 0.0 . 4.000e+000 6•(i000e':001 60000e+001:6.600 3 Steel 2.900e+004 0.3 489.0 0.0 3.000e+000 6.000e+001 6." e+001 • 4 Steel 2.900e+004 0.3 489.0 0.0 3.000e+000 6.000e+001 ot?(?00e+001 Sections Units: Iz, Iy, J [in^4]; A, Ay, Az [in^2] Section -------- ------------ Label ------------ Iz Iy ------------------------- J A Ay Az 1 Default 1.00 1.00 ------------ 1.00 -=---------- 1.00 ------------ 1.00 1.00 2 Rect8x12 1152.00 512.00 1202.00 96.00 80.00 80.00 3 4 C7X9.8 21.2.0 0.96 0.10 2.87 1.47 -1.27 r ' Shell Thicknesses Units: Thickness (t) [in] Thickness Label t Thickness --------- ------=----- ------------ --------- 1 Default 1.00 Load Cases LoadCase Label Label t Type • 0.000• 0000•• • • • •0001• • 0000•• • 0000•• • • 1 • 1001 0010• • 0000 0000• • •• 0000•• • • • 0000•• 0f 0000 • • • • 3 VersaFrame, (Build 608.0) by Digital Canal Corp. 1 Default Load Combinations LoadComb Label ------=- P -Delta ------- -------- ------------------------------- 1 Default No 2 ACI -2005 Eq9-1 Yes 3 ACI -2005 Eq9-2a Yes 4 ACI -2005 Eq9-2b Yes 5 ACI -2005 Eq9-2c Yes 6 ACI -2005 Eq9-3a Yes 7 ACI-2005-Eq9-3b Yes 8 ACI-2005-Eq9-3c Yes 9 ACI-2005-Eq9-3d Yes 10 ACI -2005 Eq9-3e. Yes 11 ACI-2005_Eg9-3f Yes 12 ACI-2005-Eq9-3g Yes 13 ACI -2005 Eq9-3h Yes 14 ACI-2005-Eq9-3i. Yes 15 ACI-2005-Eq9-4a Yes 16 ACI-2005-Eq9-4b Yes 17 ACI -2005 Eq9-4c Yes 18 ACI -2005 Eq9-4d Yes 19 ACI-2005-Eq9-4e Yes 20 } ACI -2005 Eq9-4f Yes 21 ACI-2005-Eq9-5a Yes 22 ACI -2005 Eq9-5b Yes 23 ACI-.2005_Eg9-6a Yes 24 ACI-2005-Eq9-6b Yes 25 ACI -2005 Eq9-7a Yes 26 ACI-2005-Eq9-7b Yes Miscellaneous Model type I - Maximum Nonlinear Iterations P -Delta Tolerance (%) Fictitious oz stiffness factor for shell Diaphragm stiffness factor Consider member shear deformations Consider rigid diaphragms Page 2 of 868 DEAD ------------------------- LoadCase Factor -------- Default 1.00 Default 1.40 Default 1.20 Default 1.20 Default 1.20 Default 1.20 Default 1.20 Default � 120 • ••••i• Default " 1.L0 • • •••••• •• Default •••:.f O " 0 • • Defauit. �1.?0 0��•�• �•���� •••• Default ••••1*20 • o 00 00 00 Default 0 0 " ••••:• �••�1.2 • • • ' • Default' 1920 • • 00• Default•1020 �••••� •••• • • Default 1.20 • •••• Default 1.20 Default 1.20 Default 1.20 Default 1.20 Default 1.20 Default 1.20 Default 0.90 Default 0.90 Default 0.90 Default 0.90 3D Frame & Shell (6-DOF) 10 0.5 le -007 10000 No Yes 6666 •• • 6666 6666•• • • 6666•• 6666•• * • r •• 6666•• • • 6666• 6666•• •• • • • 6666• 6666 • 4000 • • 6666•• 666666• 66• • • • 6666•• 606.• 9• •00000 • •• • • • • • • 000000 • • • N r I" VersaFrame (Build 608.0) by Digital Canal Corp. Page 3 Use cracked section properties (Icr) No Number of segments for member output 20 Average shell and brick stresses Yes Use thin plate bending formulation for rectangular shells No Use incompatible membrane formulation for shells Yes Self weight considered as load case Default Self weight acted in global direction Y Self weight multiplier ' -1 Number of modes (eigenvalues and eigenvectors) 1 Number of iteration vectors 8 Eigenvalue tolerance 0.001 Maximum subspace iterations 18 Load combination for mass Default Convert loads to masses Yes Nodes Units: Coordinates X, Y, Z [ft] Node -2 Section Material Angle Cracking Length Node X Y Z Node X Y - Z ------------ 1.000 -------------------- 1 ------------ 0.00 ------------ 8.00 -------- 0.00 ------------ 2 ------------ 0.00 ------------ 16.00 -0.20 0.000 _ 3 0.00 16.00 0.00 4 0.00 16.00 0.20 2 5 2.11 16.00 -0.20 6 2.11 16.00 0.00 4 7 2.11 16.00 0.20 8 4.22 16.00 • -0.20••••i• 5 9 4.22 16.00 0.00 10 4.22 • 16.00 • ••• 0:200 ••••i• 11 6.33 16.00 -0..20 12 6.33 16.00 •• • 0.0G& o 0 13 6.33 16.00 0.20 14 8.44 16.00 0000•• , -0.21 • •• 15 8.44 16.00 0.00 16 8.44 16.0000000 0.20 0000•• 17 10.56 16.00 -0.20 18 10.56 16.00 0.00 • • • 19 10.56 16.00 0.20 20' 12.67 16.00•••• •0 -0.2Q•••�� i••••� 21 12.67 16.00 0.00 22 12.67 16.00 0000 0.2C 0.000 23 14.78 16.00 -0.20 24 14.78 16.00•••••• O.Ope • 0 25 14.78 16.00 0.20 26 16.89 16.00.00.00 0 -0;24 ••0• 0000• 27 16.89 16.00 0.00 28 16.89 16.00 0:2 0000•• 29 19.00 8.00 0.00 30 19.00 16.04 0•:0: -0.20 • 00 31 19.00 16.00 0.00 32 19.00 16.0(? 0 0.2s0 • • 24 27 2 3 0.000 1.000 2.11 •0.000 0!000• 17 7 10 4 3 0.000 000 2.11 0000 0 18 10 13 4 3 00 0 1.000 2.11 0000 0 19 13 16 4 3 Vee 0 • 2.11 0000 0 20 16 19 4 0000 0.000 Members 2.11 0000 0 21 19 22 4 3 Units: Angle [deg]; Length [ft] Release flag: 1=released, 0=not released; (Start-OZ][End-OZ][Start-OY][End-OY] Nonlinear flag: 0=linear, 1=tension only, 2=compression only Member Node -1 Node -2 Section Material Angle Cracking Length Release -------- Nonlinear --------- --------'-------- 1 -------- 3 6 -------- 2 ------------------ 3 ---------- 0.000 ------------ 1.000 2.11 0000 0 2 31 29 2 2 0.000 1.000 8.00 0000 0 3 3 1 2 2 0.000 1.000 8.00 0000 0 4 4 7 4 3 0.000 1.000 2.11 0000 0 5 2 5 3 3 0.000 1.000 2.11 0000 0 6 32 31 1 3 0.000 1.000 0.20 0000 0 7 31 30 1 3 0.000 1.000 0.20 0000 0 8 4 3 1 3 0.000 1.0'00 0.20 0000 0 9 3 2 1 3 0.000 1.000 0.20 0000 0 10 6 9 2 3 0.000 1.000 2.11 0000 0 11 9 12 2 3 0.000 1.000 2.11 0000 0 12 12 15 2 3 0.000 1.000 2.11 0000 0 13 15 18 2 3 0.000 1.000 2.11 0000 0 14 18 21 2 3 0.000 1.000 2.11 0000 0 15 21 24 2 3 0.000 1.000 2.11 0000 0 16 24 27 2 3 0.000 1.000 2.11 0000 0 17 7 10 4 3 0.000 1.000 2.11 0000 0 18 10 13 4 3 0.000 1.000 2.11 0000 0 19 13 16 4 3 0.000 1.000 2.11 0000 0 20 16 19 4 3 0.000 1.000 2.11 0000 0 21 19 22 4 3 0.000 1.000 2.11 0000 0 22 22 25 4 3 0.000 1.000 2.11` 0000 0 23 25 28 4 3 0.000 1.000 2.11 0000 0 • • • • • • • • 000*:0000: • • • • ••••• •.•.•• VersaFrame (Build 608.0) by Digital Canal Corp. Page 4 24 28 32 4 3 0.000 1.000 2.11 0000 0 25 5 8 3 3 0.000 1.000 2.11 0000 0 26 8 11 3 3 0.000 1.000 2.11 0000 0 27 11 14 3 3 0.000 1.000 2.11 0000 0 28 14 17 3 3 0.000 1.000 2.116, 0000 0 29 17 20 3 3 0.000 1.000 2.11 0000 0 30 20 23 3 3 0.000 1.000 2.11 0000 0 31 23 26 3 3 0.000 1.000 2.11 0000 0 32 26 30 3 3 0.000 1.000 2.11 0000 0 33 7 6 3 3 0.000 1.000 0.20 0000 0 34 6 5 3 3 0.000 1.000 0.20 0000 0 35 16 15 3 3 0.000 1.000 0.20 0000 0 36, 19 14 3 3 0.000 1.000 0.20 0000 0 37 19 18 3 3 0.000 1.000 0.20 0000 0 38 18 17 3 3 0.000 1.000 0.20 0000 0 39 10 9 3 3 0.000 1.000 0.20 0000 0 40 9 8 3 3 0.000. 1.000 0.20 00'00 0 41 13 12 3 3 0.000 1.000 0.20 0000 0 42 12 11 3 3 0.000 1.000 0.20 0000 0 43 22 21 3 3 0.000 1.000 0.20 0000 0 44 21 20 3 3 0.000 1.000 0.20 0000 0 45 25 24 3 3 0.000 1.000 0.20 0000 0 46 24 23 3 3 0.000 1.000 0.20 0000 0 47 28 27 3 3 0.000 1.000 0.20 0000 0 48 27 26 3 3 0.000 1.000 0.20 0000 0 49 27 31 2 2 0.000 1.000 2.11 0000 @1 0 • • • 0000•• 000000 0000•• Supports • 000.0• - • 0000 • 0 Units: Forced Displacements Dx, Dy, Dz [in]; Dox,. Doy, Doz [rad] • 0 0000 •000.0 • 0000•• • Node Flag Ox Dy 0000 z•0•• -------- ------------ ------------ ------------ ------- ---Dz --------_Dox ---------DQE --------�:o 1 111111 0.000e+000 0.000e+000 0.000e+000 0.000e+000 0.000e+ODQ•O Ui000e+000 6 29 111111 0.000e+000 0.000e+000 O.000e+000 O..000e+000 O.00Oe+OQO 06000e+iP0O • - .t •0000• •• • •66• -000 •• Nodal Loads Units: Force [kip]; Moment [kip -ft]; Direction: O=X, 1=Y, 2=Z, 3=0X, 4=OY, 5=0Z Point Loads Units: Force [kip]; Moment [kip -ft]; Coord-Sys: Local=0, Global=l; Direction: O=X, 1=Y, 2=Z, 3=0X, 4=0Y, 5=0Z Line Loads - Units: Force [kip/ft]; Coord-Sys,: Local=0, Global=l; Direction: O=X, 1=Y, 2=Z *************** LOAD CASE - [ Default ]*************** Member Coord-Sys Direction Valuel Value2 Distancel Distance2 ----------------- 1 --------- 0 ------------ 1 ------------ -1.070 -1.070 ------------------------ 0.000 1.000 10 0 1 -1.070 -1.070 0.000 1.000 11 0 1 -1.070 -1.070 0.000 1.000 12 0 1 -1.070 -1.070 0.000 1.000 13 0 1 -1.070. -1.070 0.000 1.000 14 0 1 -1.070 -1.070 0.000• 1.000 15 0 1 -1.070 -1.070 0.000 1.000 16 0 1 -1.070 -1.070 0.000 1.000 49 0 1 -1.070 -1.070 0.000. 1.000 n 11/6/2014 0000•• • • 0000•• 060.0• • 6 0000• • • 0000•• • • •0000• • 0000.. , • 0000.. • • 0000.. 0000.. 0000.. • 0000.. 0000 0000.. • 0000 0000. 0000. 0000.. .. 0000 . .....� 0.0000 0000•• , • •.•••. 0000 • of VersaFrame (Build 608.0) by Digital Canal Corp. Area LoaW Units: Force [lb/ft^2];. Coord-Sys: Local=0, Global=l; Direction: O=X, 1=1', 2.=Z Nodal Displacements Units: Displacements Dx, Dy, Dz [in]; Dox, Doy, Doz [rad] Load Combination 1: Default Node Dx Dy Dz Dox Doy Doz -------------------------------------------------------- ------------ ------------ 1 0.000e+000 0.000e+000 0.000e+000 0.000e+000 0.000e+000 0.000e+000 2 3.54le-003 3.863e -003 -3.665e -004 -2.090e-005 1.138e -005 -1.123e-003 3 3.56le-003-3.823e-003-3.666e-004-7.670e-006 1.269e -006 -1.086e-003 4 3.555e -003 -3.816e -003 -3.667e -004 -3.607e -007 -3.381e -006 -1.122e-003 5 3.522e-003 3.207e -002 -3.969e -004 -8.424e-006 6.724e -006 -1.094e-003 6 3.537e-003-3.205e-002-3.969e-004-7.68le-006 1.129e-006 '-1.104e-003 • 7 3.536e -003 -3.203e -002 -3.969e -004 -7.310e-006 1.124e -006 -1.094e-003 ••• • 8 3.50le-003-5.814e-002-4.236e-004-6.589e-00.6 5.670e -006 -9.297e-004 • 9 3.513e-003 .-5.812e-002-4.236e-004-6.988e-006 9.818e -007 -9.270e-001••••• 10 3.514e-003-5.811e-002-4.236e-004-7.18le-006 5.763e -007 -9.297e -004••x•• 11 3.479e -003 -7.788e -002 -4.463e-004 -6.5956-006 5.49le-006-6.129e-004•••o 12 3.490e -003 -7.787e -002 -4.463e -004 -6.689e-006 8.074e -007 -6.136e-001 • 13 3.49le-003-7.785e-002-4.463e-004-6.729e-006 5.694e -007 -6.129e-004•••• 14 3.454e -003 -8.853e -002 -4.642e -004 -6.306e-006 6.284e -006 -2.177e-00.4.0••0 15 3.467e-003-8.85le-002-4.642e-004-6.488e-006 6.05le-007-2.176e-ONs •• 16 3.466e -003 -8.850e -002 -4.642e -004 -6.574e-006 2.248e -007 -2.177e-00.4.•••• 17 3.427e -003 -8.868e -002 -4.766e -004 -6.347e-006 8.255e-006 2.054e-01.14 0 • 18 3.444e -003 -8.866e -002 -4:766e -004 -6.470e-006 3.717e-007 2.057e-004 0 19 3.440e -003 -8.865e -002 -4.766e -004 -6.523e -006 -3.406e-007 2.053e -0Q4 00• 20 3.397e-OQ3-7.834e-002-4.826e-004-6.307e-006 1.188e-005 6.028e -004x• • 21 3.42le-003-7.832e-002-4.826e-004-6.584e-006 1.080e-007 6.015e-004 22 3.41le-003-7.83le-002-4.826e-004-6.726e-006-1.696e-006 6.030e-004 23 3.362e -003 -5.890e -002 -4.817e -004 -7.248e-006 1.785e-005 9.103e-004 24 3.399e -003 -5.888e -002 -4.817e -004 -6.955e -0.06 -1.795e-007 9.155e-004 25 3.376e-003-5.886e=002-4.818e-004-6.77le-006-2.686e-006 9.099e-004 26 3.320e -003 -3.313e -002 -4.740e -004 -6.798e-006 '3.091e-005 1.110e-003 27 3.378e-003-3.31le-002-4.740e-004-7.118e-006-4.084e-007 1.09le-003 28 3.325e -003 -3.310e -002 -4.739e -004 -7.367e -006 -1.501e-005 1.112e-003 29 0.000e+000 O.000e+000 b.000e+000 0.000e+000 0.000e+000 0.000e+000 30 3.268e-003.-3.768e-003-4.48le-004 .-4.402e-005-3.067e-005 .1.178e-003 31 3.217e-003-3.690e-003-4.48le-004-9.302e-006-1.727e-006 9.452e-004 32 3.248e-003-3.70le-003 4.482e-004 1.147e-005 1.889e-005 1.174e-003 Load Combination 2:' ACI-2005_Eg9-1 Node Dx Dy Dz Dox Doy. Doz -------------------------------------------------------------------------------- 1 0.000e+000 1.899e-010 0.000e+000 0.000e+000 0.000e+006 1.133e-009 2 4.968e -003 -5.409e -003 -5.355e -004 -2.966e-005 1.594e -005 -1.573e-003 3 4.995e -003 -5.352e -003 -5.356e -004 -1.111e-005 1.787e -006 -1.522e-003 4 4.988e -003 -5.342e -003 -5.357e -004 -8.736e -007 -4.727e -006 -1.573e-003 5 4.942e -003 -4.493e -002 -5.783e -004 -1.217e-005 9.429e -006 -1.532e-003 6 4.962e -003 -4.490e-002 5.783e -004 -1.113e-005 1.590e -006 -1.547e-003 7 4.96le-003-4.488e-002-5.782e-004-1.06le-005 1.584e -006 -1.533e-003 8 4.912e -003 -8.145e -002 -6.160e -004 -9.604e-006 7.952e -006 -1.302e-003 9 4.929e -003 -8.143e -002 -6.160e -004 -1.016e-008 1.384e -006 -1.299e-003 10 4.930e-003-8.14le-002-6.160e-004-1.043e-005 8.163e -007 -1.302e-003 11 4.880e-003-1.09le-001-6:479e.-004-9.613e-006 7.702e -006 -8.586e-004 12 4.897e-003-1.09le-001-6.479e-004-9.743e-006 1.140e -006 -8.596e-004 13 4.897e-003-1.09le-001-6.479e-004-9.800e-006 8.065e -007 -8.587e-004 14 4.846e -003 -1.240e -001 -6.732e -004 -9.208e-006 8.813e -006 -3.050e-004 15 4.864e -003 -1.240e -001 -6.732e -004 -9.463e-006 8.562e -007 -3.049e-004 16 4.863e -003 -1.240e=001 -6.732e -004 -9.584e-006 3.234e -007 -3.050e-004 17 4.808e -003 -1.242e -001 -6.908e -004 -9.267e-006 1.157e-005 2.877e-004 18 4.832e -003 -1.242e -001 -6.908e -004 -9.439e-006 5.288e-007 2.882e-004 19 4.827e -003 -1.242e -001 -6.908e -004 -9.513e -006 -4.688e-007 2.877e-004 Page 5 11/6/2014 •••••• •••••• •••• •••••• • • 11/6/2014 t' i 0000.. 0000.. • 0000.. 0000.. • 0000., 0000.. � 0000 0000.. • 0000 0000. •� 0000.. 0000. 0000.. ..,..9 . 0006•• 0000.. 6 a •0696• .006 • 66 6 . VersaFrame (Build 608.0) by Digital Canal Corp. Page 6 of 868 20 4.766e -003 -1.098e -001 -6.995e -004 -9.210e-006 1.665e-005 8.445e-004 21 4.800e -003 -1.097e -001 -6.995e -004 -9.599e-006 1.589e-007 8.426e-004 ."22 4.786e -003 71.097e -001 -6.995e -004 -9.798e -006 -2.368e-006 8.447e-004 23 4.717e-003 -8.252e7002 76.984e-004 -1.053e-005 2.502e-005 1.275e-003 24 4.769e -003 -8.249e -002 -6.984e -004 -1.012e -0v -2.442e-007 1.283e-003 25 4.737e-003 -8.247e-002 -6.984e-004 -9.86le-006 -3.754e-006 1.275e-003 26 4.658e -003 -4.642e -002 -6.878e -004- -9.894e-006 4.333e-005. 1.555e-003 27 4.739e -003 -4.639e -002 -6.877e -004 -1.035e -005 -5.653e-007 1.528e-003 28 4.666e -003 -4.637e -002 -6.876e -004 -1:070e -005 -2.102e-005 1.558ei-00'"3 -f 29 0.000e+000 -1.835e-010 0.000e+000 0.000e+000 0.000e+000, -1.215e-009 30 4.585e -003 -5.277e -003 -6.516e -004 -6.207e -005. -4.295e-005 1.65le-003 . 31 4.514e -003 -5.166e -003 -6.516e7004 -1.342e -005 -2.413e-006 1.325.e-003 32 4.557e-003. -5.18le-003 =6.518e-004 1.565e-005 2.647e-005 1.645e-003 Load Combination 3:. ACI -2005 Eq9-2a Node -------- Dx ------------ Dy ------------ Dz Dox Doy Doz 1 0.000e+000 -1.628e-010 ------------ 0.000e+000 --------=--- 0.000e+000 ------------ 0.000e+000 ------------ 9.711e=010 2 4:257e -003 -4.636e -003 =4.562e -004 -2.537e-005 1.366e -005 -1.348e-003 3 4.280e -003 -4.588e -003 -4.562e -004 -9.479e-006 1.53le-006 -1.305e-003 4 4.274e-003 -4.579e-003 -4.564e-00.4 -7.02le-007 -4.052e-006 -1.348e-003 5 4.235e-003 -3:85le-002 =4.928e-004 -1.038e-005 8.080e -006 -1.33.3e-003 6 4.252e -003 -3.849e -002 -4.928e -004 -9.493e-006 1:362e -006 -1.326e-003 7 4.25le-003 -3.846e-002 -4.928e-004 -9.048e-006 1..356e -006 -1.314e-003 8 4.209e-003 -6-981e-002 -5.25le-004 -8.184e-006 6.815e -006 -1.116e-003 9 4.224e-003 -6.979e-002 -5.25le-004 -8.663e-006 1.185e -006 -1:113e-003 • • 10 4.224e-003 -6.977e-002 -5.25le-004 -8.894e-006 6.985e -007 -1.116e-003. :00600 11 4.182e -003 -9.352e -002 -5.525e -004 -8.192e-006 6.600e -006 •• -7.359e-004 oe 0 6666•• 9 12 4.196e-003 -9A50e-002 -5.525e-004 -8.303e-006 9.758e -007 -7.367e-004•••••• 9 • 0 •• 13 4.196e -003 -9.348e -002 -5.525e -004 -8.352e-006 6.902e -007 -7.359e-004 0 • •696.0 14 4.152e-003 -1.063e-001 -5.74le-004 -7.845e-006 7.552e -006 -2.614e-004 96999 • • 15 4.168e-003 -1.063e-001 -5:74le-004 -8.063e-006 7.328e -007 -2.613e-001 0000 • 6 0 Do 0000 16 4.167e-003 -1.063e-001 -5.74le-004 -8.167e-006 2.762e -007 -2.614e-004 999.0 6••••• 0 • 17 4.1206=003 -1.0656-001 -5.8916-004 -7.8956-006 9.9196-006 2.4666-OOg • 606• 18' 4.140e-003 -1.065e-001 -5.89le-004 -8.042e-006 4.522e-007 2.470e-004 0:90: �0 • 90:960 19 4.136e-003 -1.064e-001 -5.89le-004 -8.106e-006 -4.028e-007 2.466e-001* •• 0 0 0 • •• 000009 20 4.084e -003 -9.407e -002 -5.965e -004 -7.846e-006 1.427e-005 7.238e-001••6.9 • • 21 4.113e-003 ,-9.405e-002 -5.966e-004 -8.179e-006 1.352e-007 7.2226-00� 0 0. 22 4.10le-003 -9.403e-002 -5.966e-004 -8.350e-006 -2.03le-006 7.240e-00.4 . • •9999• �6•••• 23 4.042e -003 -7.072e -002 -5.956e -004 -8.979e-006 2.144e-005 • 1.093e-008 • • 0 0 • 24 4.086e -003 -7.070e -002 -5.956e -004 -8.626e -006 -2.102e-007 1.099e-0030• • •699 �969•� 25 4.059e -003 -7.068e -002 -5.956e -004 -8.409e -006 -3.219e-006. 1.092e-003 26 3.99le-003 -3.978e-002 -5.864e-004 -8.433e-006 3.713e-005 1.333e-003 27 4.06le-003- -3.976e-002 -5.864e-004 -8.820e=006 .4.854e-007 1.310e-003 28 3.998e-003 -3.974e-002 -5.863e-004 -9.12le-006 -1.802e-005 1.335e-003 29 0.000e+000 -1.573e-010 0.000e+000 0.000e+000 0.000e+000 -1.042e-009 30 3.929e-003 -4.523e-003 -5.554e-004 -5.315e-005 -3.68le-005 1.415e-003 31 3.868e -003 -4.428e -003 -5.554e -004 -1.145e -005 -2.069e-006 1.135e-003 32 3.905e-003 -4.44le-003 -5:556e-004 1.346e-005 2.269e-005 1.410e-003 Load Combination 4: ACI -2"005 Eq9-2b Node -------------------- Dx Dy ------------ Dz Dox Doy Doz 1 0.000e+000 ------------ -1.628e-010 0.000e+000 ------------------------ 0.000e+000 0.000e+000 ------------ 9.71le-010 2 4.257e -003 -4.636e -003 -4.562e -004 -2.537e-005" 1.366e -005 71.348e-003 3 4.280e -003 -4.588e -003 -4.562e=004 -9_.479e-006 1.53le-006 -1.305e-003 4 4.274e-003 -4.579e=003 -4.564e-004 -7.02le-007 -4.052e-006 =1.348e-003 5 4.235e-003 -3.85le-002 -4.928e-004 -1.038e-005 8.080e -006 -1.313e-003 6 4.252e -003 -3.849e -002 -4.928e -004 -9.493e-006 1.362e -006 -1.326e-003 7 4.25le-003 -3.846e-002 -4.928e-004 -9.048e-006 1.356e -006 -1.314e-003 8 4.209e-003 -6.98le-002 -5.25le-004 -8.184e-006 6.815e-006 .-1.116e-003 9 4.224e -003 -6.979e-002 •-5.25le-004 -8.663e-006 1.185e -006 -1.113e-003 10 4.224e-003 -6.977e-002 -5.25le-004 -8.894e-006 6.985e -007 -1.116e-003 11 .4.182e -003, -9.352e -002 -5.525e -004'"-8.192e-006 6.600e -006 -7.359e-004 12 4.196e -003 -9.350e -002 -5.525e -004 -8.303e-006 9.758e -007 -7.367e-004 13 4.196e -003 -9.348e -002 -5.525e -004 -8.352e-006 6.902e -007 -7.359e-004 14 4.152e-003 -1.0636-001 -5.741e-004 -7.845e-006 7.552e -006. -2.614e-004 15' 4.168e-003 -1.063e-001 -5.74le-004 -8.063e-006 7.328e -007 -2.613e-004 16 4.167e -003 -1.063e -d01 -3.741e-004 •-8.167e-006 2.762e -007 -2.614e-004 17 4.120e-003 -1.065e-001 -5.89le-004 -7.895e-006 9.919e-006 2.466e-004 18 4.140e-003 -1.065e-001 -5.89le-004 -8.042e-006 4.522e-007 2.470e-004 19 4.136e -003 -1.064e -001 -5.891e -004 -8.106e -006 -4.028e-007 2.466e-004 20 4.084e -003 -9.407e -002 75.965e -004 -7.846e-006 1.427e-005' 7.238e-004 21 4.113e -003 -9.405e -002 -5.966e -004 -8.179e-006 1.352e-007 7.222e-004 -22 4.10le-003 -9.403e-002 -5.966e-004 .-8.350e-006 -2.03le-006 7.240e-004 23 4.042e -003 -7.072e -002 -5.956e -004 -8.979e-006 2.144e-005 1.093e-0.03 11/6/1014 VersaFrame (Build 608.0) by Digital Canal Corp. Page 7 24 4.086e -003 -7.070e -002 -5.956e -004 -8.626e -006 -2.102e-007 1.099e-003 25 4.059e -003 -7.068e -002 -5.956e -004 -8.404e -006 -3.219e-006 1.092e-003 26 3.99le-003 -3..978e-002 -5.864e-004 -8.433e-006 3.713e-005 1.333e-003 27 4.061e=003 -3.976e -002 -5.864e -004 -8.820e -006 -4.854e-007 1.310e-003 28 3.998e-003 -3.974e-002 -5.863e-OQ4 -9,12le-006 -1.802e-005 1.335e-003 29 0.000e+000 -1.573e-010 0.000e+000 0.000e+000 0.000e+000 -1.042e-009 30 3.929e-003 -4.523e-003 -5.554e-004 -5.315e-005 -3.68le-005 1.415e-003 31 3.868e -003 -4.428e -003 -5.554e -004 -1.145e -005 -2.069e-006 1.135e-003 32 3.905e-003 -4.44le-003 -5.556e-004 1.346e-005 2.269e-005 1.410e-003 Load Combination 5: ACI-2005_Eg9-2c Node Dx Dy Dz. Dox Doy Doz -------- 1 ------------ 0:000e+000 ------------------------ -1.628e-010 O.tr00e+000 ------------ 0.000e+000 ------------ 0.000e+060 ------------ 9.71le-010 2. 4.257e -003 -4.636e -003 -4.562e -004 -2.537e-005 1.366e -005 -1.348e-003 3 4.280e -003 -4.588e -003 -4.562e -004 -9.479e-006 1.53le-006 -1.305e-003 4 4.274e-003 -4.579e-003 -4.564e-004 -7.02le-007 -4.052e7006 -1.348e-003 5 4.235e-003 -3.85le-002 -4.928e-004 -1.038e-005 8.080e -006 -1.313e-003 6 4.252e -003 -3.849e -002 -4.928e -004 -9.493e-006 1.362e -006.•-1.326e-003 7 4.25le-003 -3.846e-002 -4.928e-004 -9.048e-006 1.356e -006 -1.314e-003 8 4.209e-003 -6.98le-002 -5.25le-004 -8.184e-006 6.815e -006 -1.116e-003 9 4.224e-003 -6.979e-002 -5.25le-004 -8.663e-006 1.185e -006• -1.113e-003 10 4.224e-003 -6.977e-002 -5.25le-004 -8.894e-006 6.985e -007 -1.116e-003 11 4.182e -003 -9.352e -002 -5.525e -004 -8.192e-006 6.600e -006 -7.359e-004 12 4.196e -003 -9.350e -002 -5.525e -004 -8.303e-006 9.758e -007 -7.367e-004 13 4.196e -003 -9.348e -002 -5.525e -004 -8.352e-006 6.902e -007 -7.359e-004 • • 14 4.152e-003 -1.063e-001 -5.74le-004 -7.845e--006 7.552e -006 -2.614e-0040 00000•• • 15 4.168e -003 -1.063e -001 -5.741e -004 -8.063e-006 7.328e -007 -2.613e-004 •00 �•••0 16 4.167e-003 -1.063e=001 -5.74le-004 -8:167e-006 2.762e -007 -2.614e-004. 0000• • • 000000 •• 17 4.120e-003 -1.065e-001 -5.89le-004 -7.895e-006 9.919e-006 2.466e-004• 0 4!is0.o % 18 4.140e-003 -1.065e-001 -5.89le-004 -8.042e-006 4.522e-007 2.470e-00ri00.•00 • • 19 4.136e-003 -1.064e-001 -5.89le-004 -8.106e-006 -4.028e-007 2.466e-0049 fog • �•00o: 20 4.084e -003 -9:407e -002 -5.965e -004 -7.846e-006 1.427e-005 7.238e-00100.00 •00.00 • 21 4.1130-003 -9.4050-002 -5.9660-004 -8.1790-006 1.3520-007 7.2220-OOg •000• 22 4.10le-003 -9.403e-002 -5.966e7004 -8.350e-006 -2.03le-006 • 7.240e-004i•0i �•• •0 ••:000 23 4.642e -003 -7:072e -002 -5.956e-004 8.979e-006 2.144e-.005 1.093e-0030 •• • 00 000004 24 4.086e -003 -7.070e -002 -5..956e -004 -8.626e -006 -2.102e-007 1.099e-006••0•• • 0 25 4.059e -003 -7.068e -002 -5.956e -004 -8.404e -006 -3.219e-006 1.092e-04 • • 0 26 3.99le-003 -3.978e-002 -5.864e-004 -8.433e-006 3.713e-005 1.333e-0003 40004• 0.000• 27 4.06le-003 -3.976e-002 -5.864e-004 -8.820e-006 -4.854e-007 00 1.310e-000 .0 0 • • 0 28 3.998e-003 -3.974e-002 -5.863e-004 -9.12le-006 -1.802e-005 I.335e-003 • • •0•• �000•� 29 0.000e+000 -1.573e-010 _ O.000e+000 O.000e+000 O.000e+000 -1,042e-009 0 0000 30 3.929e-003 -4.523e-003 -5.554e-004 -5.315e-005 -3.68le-005 1.415e-003 . 31 3.868e -003 -4.428e -003 -5.554e -004 -1.145e -005 -2.069e-006 1.135e-003- 32 3.905e-003 -4.44le-003 -5.556e-004 1.346e-005 2.269e-005 1.410e-003 Load Combination 6: ACI -2005 Eq9-3a Node Dx 7 Dy Dz Dox Doy Doz -------- -------t---- ------------ ------------ ------------ ------------ ------------ 1 0.000e+000 -1.628e-010 0.00.0e+000 0.000e+000 0.000e+000 9.71le-010 2. 4.257e -003 -4.636e -003 -4.562e -004 -2.537e-005 1.366e-005 -1.3480=003 3 4.280e -003 -4,588e -003 -4.562e -004 -9.479e-006 1.53le-006 -1.305e-003 4 4.274e-003 -4.579e-003 -4.564e-004 -7.02le-007 -4.052e-006 -1.348e-003 5 4.235e-003 -3.85le-002 -4.928e-004 -1.038e-005 8.080e -006 -1.313e-003 6 4.252e -003 -3.849e -002 -4.928e -004 -9.493e-006 1.362e -006 -1.326e-0.03 7 4.251e -003 -3.846e -002 -4.928e -004 -9.048e-006 1.356e -006 -1.314e-003 8 4.209e-003 -6.98le-002 -5.25le-004 •-8.184e-006 6.815e -006 -1.116e-003 9 4.224e -003 -6.979e -002 -5.251e -004 -8.663e-006 1.185e -006 -1.113e-003 10 4..224e-003 -6.977e-002 -5.25le-004 -8.894e-006 6.985e -007 -1.116e-003 11 4.182e-003 -9.352e-OC2 -5.525e-004 -8.192e-006 6.600e -006 -7.359e-004 12 4.196e -003 -9.350e -002 -5.525e -004 -8.303e-006 9.758e -007 -7.367e-004 13 4.196e -003 -9.348e -002 -5:525e -004 -8.352e-006 6.902e -007 -7.359e-004 14 4.152e-003 -1.063e-001 -5.74le-004 -7.845e-006 7.552e -006 -2.614e-004 15 4.168e-003 -1.063e-001 -5.74le-004 -8.063e-006 7.328e -007 -2.61.3e-004 16 4.167e-003 -1.063e-001 -5.74le-004 -8.167e-006 2.762e -007 =2.614e-004 17 4.120e-003 -1.065e-001 -5.89le-004 -7.895e-006 9.919e-006 2..466e-004 18 4.140e-003 -1.065e-001 -5.89le-004 -8.042e-006 4:522e-007 2.470e-004 19 4.136e-003 -1.064e-001 -5.89le-004 -8.106e-006 -4.028e-007 2.466e-004 20 4.084e -003 -9.407e -002 -5.965e -004 -7.846e-006 1.427e-005 7.238e-004 21 4.113e -003 -9.405e -002 -5.966e -004 -8.179e-006 1.352e-007 7.222e-004- 22 4.10le-003 -9.403e-002 -5.966e-004 -8.350e-006 -2.03le-006. 7.240e-004 2.3 4.042e -003 -7.072e-002 .-5.956e-004 -8.979e-006 2.144e-005 1.093e-003 24 4.086e -003 -7•.070e -002 -5.956e -004 -8.626e -006 -2.102e-007 1.099e-003 25 4.059e -003 -7.068e -002 -5.956e -004 -8.404e -006 -3.219e-006 1.092e-003 26 3.99le-003 -3:978e-002 -5.864e-004 -8.433e-006 3.713e-005 1.333e-003 27 •4.061e -003 -3.976e -002 -5.864e -004 -8.820e-006 -4.8540-007 1.310e-003 11/6/2014 r 0000.. .0.... • • 0.000. . 0000.. .0000. � 0000.. • .000..r • .000 .0000 . • 0000 0000. 0000. . 0000.. .. . 0000 ...... 000000 • 0.00.0 • . .0000. 0000 . .. VersaFrame (Build 608.0) by Digital Canal Corp. Page 8 28 3.998e=003 -3.974e-002 -5.863e-004 -9.12le-006 -1.802e-005 1.355e-003 29 0.000e+000 -1.573e-010 0.000e+000 0.000e+000 0.000e+000 -1.042e-009 30 3.929e-003 -4.523e-003 -5.554e-004 -5.315e-005 -3.68le-005 1.415e-003 31 3.868e -003 -4.428e -003 -5.554e -004 -1.145e -005 -2.069e-006 1.135e-003 32 3.905e-003 -4.441e-003 -5y556e-004 1.346e-005 2.269e-005 1.410e-003 Load Combination 7: ACI-2005_Eg973b Node Dx Dy Dz Dox Doy =----------- Doz -------------------- 1 0.000e+000 ------------ -1.628e-010 ------------ 0.000e4000 ------------ 0.000e+000' 0.000e+000 ------------ 9.71le-010 2 4.257e -003 -4.636e -003 -4.562e -004 -2.537e-005 1.366e -005 -1.348e-003 3 4.280e -003 -4.588e -003 -4.562e -004 -9.479e-006 1.531e -006 -1.305e-003 4 4.274e-003 -4.579e-003 -4.564e-004 -7.02le-007 -4.052e-006 -1.348e-003 5 4.235e-003 -3.85le-002 '-4.928e-004 -1.038e-005 8.080e -006_ -1.313e-003 6 4.252e -003 -3.849e -002 -4.928e -004 -9.493e-006 1.362e -006 71.326e-003 7 4.25le-003 -3.846e-002 74.92ge-004 -9.048e-006 1.356e=006 -1.314e-003 8 4.209e -003 -6.981e=002 -5.251e -004 -8.184e-006 6.815e -006 -1.116e-003 9 4.224e-003 -6.979e-002 -5.25le-004 -8.663e-006 1.185e -006 -1.113e-003 10 4.224e -003 -6.977e -002 -5.251e -004 -8.894e-006 6.985e -007 -1.116e-003 11 4.182e -003 -9.352e -002 -5.525e -004 -8.192e-006 6.600e -006 -7.359e-004 12 4.196e -003 -9.350e -002 -5.525e -004 -8.303e-006 9.758e -007 -7.367e-004 13 4.196e -003 -9.348e -002 -5.525e -004 -8.352e-006 6.902e -007 -7.359e-004 14 4.152e-003 -1.063e-001 -5.74le-004 -7.84.5e-006 7.552e -006 -2.614e-004 15 4.168e-003 -1.063e-001 -5.74le-004 -8.063e-006 '7.328e -007 -2.613e-004 16 4.167e-003 -1.063e-001 -5.74le-004 -8.167e-006 2.762e -007 -2.614e-004 17 4.120e-003 -1.065e-001 -5.89le-004 -7.895e-006 9.919e-006 2.466e-0.04 • • 18 4.140e -003 -1.065e -001 -5.891e -004 -8.042e-006 4.522e-007 2.470e-0046 • 0000•• • 19 4.136e-003 -1.064e-001 -5.89le-004 -8.106e-006 -4.028e-007 2.466e-004• 00• • 0000•• • 20 4.084e -003' -9.407e -002 -5.965e -004 -7.846e-006 1.427e-005 7.238e-004 0 • • 0000•• • 21 4.113e -003 -9.405e -002 -5.966e -004 -8.179e-006 1.352e-007 7.222e-004••0.•• • •••0i• 22 4.10le-003 -9.403e-002 -5.966e-004 -8.350e-006 -2..031e-006 7.240e-004•••••• 0 23 4.042e -003 -7.072e -002 -5.956e -004 -8.979e-006 2.144e-005 1.093e-003 9••• • 0 1 •0•••i 24 4.086e -003 -7.070e -002 -5.956e -004 -8.626e -00-6 -2.102e-007 1.099e-0050 0 0000 :0•••• • • 25 4.059e -003 -7.068e -002 -5.956e -004 -8.404e -006 -3.219e-006 1.092e-003 0000• 26 5.99le-003 -3.978e-002 -5.864e-004 -8.433e-006 3.713e-005 1.333e-001.0••0 :0• 0• ••: ••• 27 -3.976e-002 -5.864e-004 -8.820e-006 -4.854e-007 " 1.310e-0010 •0 • •. 28 .4.06le-003 3.998e-003 -3.974e-002 -5.863e-004 -9.12le-006 -1.802e-005 1.335e -00i••••• 0000•• • 29 0.000e+000 -1.573e -010 0.000e+000 0.000e+000 0.000e+000 -1.042e -00s • • • • 30 3.929e-003 -4.523e-003 -5.554e-004 -5.315e-005 -3.68le-005 1.415e-003• • • 009•:0 0000•• 31 3.868e -003 -4.428e -003 -5.554e -004 -1.145e -005 -2.069e-006 1.135e-003 00• • 0 • 32 3.905e -003 -4.441.e -003 -5.556e-004 1.346e-005 2.269e-005 1.410e-00300 • 0000 :0000: • *000 Load Combination 8: ACI-2005_Eg9-3c Node Dx Dy Dz Dox Doy Doz -------- 1 ------------ 0.000e+000 ------------ -1.628e-010 ------------ 0.000e+000' ------------ 0.000e+000 ------------ 0.000e+000 ------------ 9.71le-0.10 2 4.257e -003 -4.636e -003 -4.562e -004 -2.537e-005 1.366e -005 -1:348e-003' 3 4.280e -003 -4.588e -003 -4.562e -004 -9.479e-006 1.53le-006 -1.305e-003 4 4.274e-003 -4.579e-003 -4.564e-004 -7.02le-007 -44052e-006 -1.348e-003 5 4.235e-003 -3.85le-002 -4.928e-004 -1.038e-005 8.080e -006 -1.313e-003 . 6 4.252e -003 -3.849e -002 -4..928e -004 -9.493e-006 1.362e -006 -1.326e-003 7 4.25le-003 -3.846e-002 -4.928e-004 -9.048e-006 1.356e -006 -1.314e-003 8 4.209e-003' -6.98le-002 -5.25le-004 -8.184e-006 6.815e -006 -1.116e-003 9 4.224e -003 -6.979e -002 -5.251e -004 -8.663e-006 1.185e -006 -1.113e-003 10 4.224e-003 -6.977e-002 -5.25le-004 -8.894e-006 6.985e -007 -1.116e-003 11 4.182e -003 -9.352e -002 -5,525e -004 -8.192e-006 6.600e -006 -7.359e-.004 12 4.196e -003 -9.350e -002 -5.525e -004 -8.303e-006 9.158e -007 -7.367e-004 13 4..196e -003 -9.348e -002 -5.525e -004 -8.352e-006 6.902e -007 -7.359e-004 14 4.152e-003 -1.063e-001 -5.74le-004 -7.845e-006 1.552e -006 -2.614e-004 15 4.168e-003 -1.063e-001 -5.74le-004 -8.063e-006 7.328e -007. -2.613e-004 16 4.167e-003 -1.063e-001 -5.74le-004 -8.167e-006 2.762e -007 -2.614e-004 17 4.120e -003 -1.065e -001 -5.891e -004 -7.895e-006 9.919e-006 2.466e-004 18 4.140e-003 -1.065e-001 -5.89le-004 -8.042e-006 4.522e-007 2.470e-004 19 4.136e-003 -1.064e-001 -5.89le-004 -8.106e-006 -4.028e-QO7 2.466e-004 20 4.084e -003 -9.407e -002 -5.965e -004 =7.846e-006 1.42.7e-005 7.238e-004 21 4.113e -003 -9.405e -002 -5.966e -004 -8.179e-006 1.352e-007 7.222e-004 22 4.10le-003 -9.403e-002 -5.966e-004 -8.350e-006 -2.031e-00.6 7.240e-004 23 4.042e -003 -7.072e -002 -5.956e -004 -8.979e-006 2.144e-005 1.093e-003 24 4.086e -003 -7.070e -002 -5.956e -004 -8.626e -006 -2.102e-007 1.099e=003 25 4.059e -003 -7.068e -002 -5.956e -004 -8.404e -006 -3.219e-006 1.092e-003 26 3.99le-003 -3.978e-002 -5.864e-004 -8.433e-006 3.713e-005 1.333e-003 27 4.061e -003 -3.976e -002 -5.864e -004 -8.820e -006 -4.854e-007 1.310e-003 28 3.998e-003 -3.974e-002 -5.863e-004 -9.12le-006 -1.802e-005 1.335e-003 29 0.000e+000 -1.573e-010 0.000e+000 0.000e+000 O:000e+000 -1.042e-009 30 3.929e-003 -4.523e-003 -5.554e-004 -5.315e-005 -3.68le-005 1.415e-003 31 3.868e -003 -4.428e -003 -5.554e -004 -1.1.45e -005 -2.069e-006 1.135e-003 11/6/2014 VersaFrame (Build 608.0) by Digital Canal Corp: Page 9 32 3.905e-003 -4.44le-003 -5.556e-004 1.346e-005 2.269e-005 1.410e-003 Load Combination 9: ACI-2005_Eg9-3d Node Dx - Dy Dz Dox Doy Doz -------- ------------ ------------------------ ------------ ------------ ------------v, 1 O:000e+000 -1.628e-01"0 0.000e+000 0.000e+000 0.000e+000 9.71le-010 2 4.257e -003 -4.636e -003 -4.562e -004 -2.537e-005 1.366e -005 -1.348e-003 3 4.280e -003 -4.588e -003 -4.562e -004 -9.479e-006 1.53le-006 -1.305e-003 4 4.274e-003 -4.579e-003 -4.564e-004 -7.02le-007 -4.052e-006 -1.348e-003 5 4.235e-003 -3.85le-002 -4.928e-004 -1.038e-005 8.080e -006 -1.313e-003 6 4.252e -003 -3.849e -002 -4.928e -004 -9.493e-006 1.362e7006 -1.326e-003 7 4.25le-003 -3.846e-002 -4.928e-004 -9.048e-006 1.356e -006 -1.314e-003 8 4.209e-003 -6.98le-002 -5.25le-004 -8.184e-006 6.815e -006 -1.116e-003 9 4.224e-003 -6.979e-002 -5.25le-004' -8.663e-006 1.185e -006 -1.113e-003 10 4.224e-003 -6.977e-002 -5.25le-004 -8.894e-006 6.985e -007 -1.116e-003• 11 4.182e -003 -9.352e -002 -5.525e -004 -8.192e-006 6.600e -006 -7.359e-004 12 4.196e -003 -9.350e -002 -5.525e -004 -8.303e-006 9.758e -007 -7.367e-004 13 4.196e -003 -9.348e -002 -5.525e -004 -8.352e-006 6.902e -007 -7.359e-004 14 4.152e-003 -1.063e-001 -5.74le-004 -7.845e-006 7.552e -006 -2.614e-004 15 4.168e-003 -1.063e-001 -5.74le-004 -8.063e-006 7.328e -007 -2.613e-004 16 4.167e-003 -1_063e-001 -5.74le-004 -8.167e-006 2.762e -007 -2.614e-004 17 4.120e7003 -1.065e-001 -5.89le-004 -7.895e-006 9.919e-006 2.466e-004 18 4.140e-003 -1.065e-001 -5.89le-004 -8.042e-006 4.522e-007 2.470e-004 19 4.136e-003 -1.064e-001 -5.89le-004 -8.106e-006 -4.028e-007 2.466e-004 20 4.084e -003 -9.407e -002 -5.965e -004 -7.846e-006 1.427e-005 7.238e-004 21 4.113e -003 -9.405e -00.2 -5.966e-004 .-8.179e-006 1.352e-007 7.222e-004 • • 22 4.10le-003 -9.403e-002 -5.966e-004 -8.350e-006 -2.03le=006 7.240e-004.• • •0000• • 23 4.042e -003 -7.072e -002 -5:956e-004 -8.9796-006 2.144e-005' 1.093e-003•••• ••••:� 24 4.086e -003 -7.070e -002 -5.956e -004 -8.626e -006 -2.102e-007 1.099e-003•••••• • • •00000 •0 25 4.059e -003 -7.068e -002 -5.956e -004 -8.404e-006 '-3.219e-006 1.092e-003 0 • 00000• 26 3.39le-003 -3.978e-002 -5.864e-004 -8.433e-006 3.713e-005 1.333e-003••000• 0 27 4.06le-003 -3.976e-002 -5.864e-004 -8.820e-006 -4.854e-007 1.310e-00•••• 0 0 ••• 00• 28 3.998e-003 -3.974e-002 -5.863e-004 -9.12le-006 -1.802e-005 1.335e-003% ••000 00000• 0 0 29 0.000e+000 -1.573e-010 0.000e+000 0.000e+000 0.000e+000 .-1.042e-009• 0i00i 0 00000 30 3.929e-003 -4.523e-003 -5.554e-004 -5.315e-005 -3.68le-005 1.415e-003 :00 0• .•00000 31 3.868e -003 -4.428e -003 -5.554e -004 -1.145e -005 -2.069e-006 1.135e-00-10 •0 0 00 000000 32 3.905e-003 -4.44le-003 -5.556e-004 1.346e-005 2.269e-005 1.410e-00!••••• • Load Combination 10: ACI-2005_Eg9-3e :000:6 00000• Node Dx Dy Dz Dox Doy 0 00 Dow • 0 • 0 --------=---00 0 0000 ••0••• 1 0.000e+000 -1.628e-010 0.000e+000 0.000e+000 0.000e+000 9.71le-010 06•0 2 4.257e -003 -4.636e -003 -4.562e -004 -2.537e-005 1.366e -005 -1.348e-003 3 4.280e -003 -4.588e -003 -4.562e -004 -9.479e-006 1.531e -006 -1.305e-003 4 4.274e-003 -4.579e-003 -4.564e-004 -7.02le-007 -4.052e-006 -1.348e-003 5 4.235e-003 -3.85le-002 -4.928e-004 -1.038e-005 8.080e-006 '-1.313e-003 6 4.252e -003 -3.849e -002 -4.928e -004 -9.493e-006 1.362e -006 -1.326e-003 7 4.25le-003 -3.846e-002 -4.928e-004 -9.048e-006 1.356e -006 -1.314e-003 8 4.209e=003 -6.98le-002 -5.25le-004 -8.184e-006 6.815e -006 -1.116e-003 ) 9 4.224e-003 -6.979e-002 -5.25le-004 -8.663e-006 . 1.185e -006 -1.1.13e-003 10 4.224e-003 -6.977e-002' -5.25le-004 -8.894e-006 6.985e -007 -1.116e-003 11 4.182e-003 :-9.352e-002 -5.525e-004 -8.192e-006 6.600e -006 77.359e-004 12 4.196e -003 -9.350e -002 -5.525e -004 -8.303e-006 9.758e -007 -7.367e-004 13 4.196e -003 -9.348e -002 -5.525e -004 -8.352e-006 6:902e -007 -7.359e-004 14 4.152e-003 -1.063e-001 -5.74le-004 -7.845e-006 7.552e -006 -2.614e-004 15 4.168e-003 -1.063e-001 -5.74le-004. -8.063e=006 7.328e -007 -2'.613e-004 16 4.167e-003 -1.063e-001 -5.74le-004 -8.167e-006 - 2.762e -007 -2.614e-004 17- 4.120e-003 -1.065e-001 -5.89le-004 -7.895e-006 9.919e-006 2.466e-004 18 4.140e-003 -1.065e7001 -5.89le-004 -8.042e-006 4.522e-007 2.470e-004 19 4.136e-003 -1.064e-001 -5..89le7004 -8.106e-006 -4.028e-007 2.466e-004- 20 4.084e -003 -9.407e -002 75:965e -004 -7.846e-006 1.427e-005 7.238e-004 21 4.113e -003 -9.405e -002 -5.966e -0'04 -8.179e-006 1.352e-00.7 7.222e-004 22 4.10le-003 -9.403e-002 -5.966e-004 -8.350e-006 -2.03le-006 7.240e-004 23 4.042e -003 -7.072e -002 -5.956e -004 -8.979e-006 2.144e-005 1.093e-003. 24 4.086e -003 -7.070e -002 -5.956e -004 -8.626e -006 -2.102e-007 1.099e-003 25 4.059e -003 -7.068e -002 -5.956e -004 -8'.404e -006 -3.219e-006 1.092e-003 26 •3.99le-003 -3.978e-002 -5.864e-004 -8.433e-006 3.713e-005 1.333e-003 27 4.06le-003 -3.976e-002 -5.864e-004 -8.820e-006 -4.854e-7007 1.310e-003 28 3.998e-003 -3.974e-002 -5.863e-004 -9.12le-006 -1.802e-005 1.335e-003 29 0.000e+000 -1.573e-010 0.000e+000 0.000e+000 0.000e+000 -1.042e-009 30 3.929e-003 _-4.523e-003 -5.554e-004 -5.315e-005 -3.68le-005 1.415e-003 31 3.868e -003 -4.428e -003 -5.554e -004 -1.145e -005 -2.069e-006 1.135e-003 32 3.905e-003 -4.44le-003 -5.556e-004 1.346e-005 2.269e-005 1.410e-003 Load Combination 11: ACI-2005_Eg9-3f Node Dx Dy Dz Dox Doy Doz s.sos• , • ease.. boss.. sa..s• , , •see • , .. •sass. ... .. ,*00000 *:see* • seesaw • :*:so* • • . 600.0• , , s...ee . • :0..*:.. .. • .6 • . VersaFrarne (Build 608.0) by Digital Canal Corp. Page 10 of 868 -------- 1 ------------ 0.000e+000 ------------ -1.628e-010 --_------=--- O.000e+000 ------------ 0.000e+000 ------------ 0.000e+000 ------------ 9.71le-010 2 4.257e -003 -4.636e -003 -4.562e -004 -2.537e-005 1.366e -005 -1.348e-003 3 4.280e -003 -4.588e -003 -4.562e -004 -9.479e-006 1.53le-006 -1.305e-003 4 4.274el003 -4.579e-003 -4..564e-004 -7.02le-007 -4'.052e-006 -1.348e-003 5 4.235e-003 -3.85le-002 -4.928e-004 -1.038e-005 8.080e -006 -1.313e-003 6 4.252e -003 -3.849e -002 -4.928e -004 -9.493e-006 1.362e=006 -1.326e-003 7 4.25le=003 -3.846e-002 -4.928e-004 -9.048e-006 1.356e -006 -1.314e-003 8 4.209e-003 -6.98le-002 -5.25le-004 -8.184e-006 6.815e -006 -1.116e-003 9 4.224e-003 -6.979e-002 -5.25le-004 -8.663e-006 1.185e -006 -1.113e-003 10 4.224e-QO3 -6.977e-002 -5.25le-OQ4 -8.894e-006 6.985e -007 -1.116e-003 11 4.182e -003 -9.352e -002 -5.525e -004 -8.192e-006 6.600e -006 -7.359e-004 12 4.196e -003 -9.350e -002 -5.525e -004 -8.303e-006 9.758e -007 -7.367e-004 13 4.196e -003 -9.348e -002 -5.525e -004 -8.352e-006 6.902e -007 -7.359e-004 14 4.152e-003 -1.063e-001 -5.74le-004 -7.845e-006 7.552e -006 -2.614e-004 15 4.168e -003 -1.063e -001 -5.741e -004 -8.063e-006 7.328e -007 -2.613e-004 16 4.161e-003 -1..063e-001 -5.74le-004 -8.167e-006 2.762e -007 -2.614e-004 17 4.120e -003 -1.065e -001 -5.891e -004 -7.895e-006 9.919e-006 2.466e-004 18 •4.140e -003 -1.065e-001 .-5.89le-004 -8.042e-006 4.522e-007 2.470e-004 19 4.136e-003 -1.064e-001 -5.89le-004 -8.106e-006 -4.028e-007 2.466e-004 20 4.084e -003 -9.407e -002 -5.965e -004 -7.846e-006 1.427e-005 7.238e-004 21 4.1138 -003 -9.405e -002 -5.966e -004 -8.179e-006 1.352e-007 7.222e-004 22 4.10le-003 -9.403e-002 -5.966e-004 -8.350e-006 -2.03le-006 7,240e-004 23 4.042e -003 -7.072e -002 -5.956e -004 -8.979e-006 2.144e-005 1.093e-003 24, 4.086e -003 -7.070e -002 -5.956e -004 -8.626e -006 -2.102e-007 1.099e-003 25 4.059e -003 -7.068e -002 -5.956e -004 -8.404e -006 -3.219e-006 1.092e-003 • • 26 3.991e -003 -3.978e -002 -5.864e -004 -8.433e-006 3.713e-005 1.333e-00- • i0oSo6 27 4.06le-003 -3.976e-002 -5.864e-004 -8.820e-006 -4.854e-007 1.310e-003 666 a ••••�• 28 3.998e-003 -3.974e-002 -5.'863e-004 -9.12le-006 -1.802e-005 1.335e-0036,,,, 0 0 66•so& •• 29 '0.000e+000 -1.573e-010 0.000e+000 0.000e+000 0.000e+000 -1.042e-009 0 • 00.000 30 3.929e-003 -4.523e-003 -5.554e-004 -5..315e-005 -3.68le-0.05 1.415e-00 09000 0 31 3.868e -003 -4.428e -003 -5.554e -004 -1.145e -005 -2.069e-006 1.135e-000000 0 0 060406 32 3.905e-003 -4.44le-003 -5.556e-004 1.346e-005 2.269e-005 1.410e-003••••• 0000•• • • *Soso Load Combination 12: ACI-2005_Eg9-3g. 9** �•• •0 0•i66• Node Dx Dy- Dz Dox Doy of Doz 4 60 0000.0 -------------------- ------------ ------------ ------------ ------------ ----------- • • 1 O..000e+000 -1.628e-010 0.000e+000 0.0006+000 0.000e+000 9.71le-OL•.1 0 0 • 2 4.257e -003 -4.6.36e -003 -4.562e -004. -2.537e-005 1.366e -005 -1.348e-013 0 0 606060 •°0000 3 4.280e -003 -4.588e -003 -4.562e -004 -9.479e-006 1.53le-006 0• -1.305e-0©3 o • 0 • • 4 4.274e-003 -4.579e-003 -4.564e-004 -7.02le-007 -4.052e-006 -1.348e-00:? • • 6••6 •••: 5 4.235e-003 -3.85le-002 -4.928e-004 -1.038e-005 8.08Oe7006 -1.313e-003 osi6 6 4.252e -003 -3.849e -002 -4.928e -004 -9.493e-006 1.362e -006 -1.326e-003 7 4.25le-003 -3.846e-002 -4.928e-004 -9.048e-006 1.356e -006 -1.314e-003 8 4.209e-003 -6.98le-002 -5.25le-004 -8.184e-006 6.815e -006. -1.116e-003 9 4.224e-003 -6.979e-002 -5.25le-004 -8.663e-006 1.185e -006 -1.113e-003 10 4.224e -003 -6.977e -002 -5..251e -004 -8.894e-006 6.985e -007 -1.116e-003 11 4.182e-003 -9.3528-002 -5.525e-004 -8.192e-006 6.600e -006 -7.359e-004 12 4.196e-003 -9.350e-002 -5.525e-fJ04 -8.303e-006 9.758e -007 -7.367e-004 13 4.196e -003 -9.348e -002 -5.525e -004 -8.352e-006 6.902e -007 -7.359e-004 14 4.152e-003 -1.063e-001 -5.74le-0.04 -7.845e-006 7:552e -006 -2.614e-004 15 4.168e-003 -1.063e-001 -5.74le-004 -8.063e-006 7.328e -007• -2.613e-004 16 4.167e -003 -1.063e -001 -5.741e -009 -8.167e-006 2.762e -007 -2.614e-004 17 4.120e-003 -1.065e-001. -5.89le-004 -7.895e-006 9.919e-006 2.466e-004 18 4.140e-003 -1.065e-001 -5.89le-004. -8.042e-006 4.522e-007 2.470e-004 19 .4.136e-003 -1.064e-001 -5.89le-004 -8.106e-006 -4.028e-007 2.466e-004 20 4.084e -003 -9.407e -002 -5.965e -004 -7.846e-006 1.427e-005 7.238e-004 21 4.113e -003 -9.405e -002 -5.966e -004 -8.179e-006 1.352e-007 7.222e-004 22 4.10le-003 -9.403e-002 -5.966e-004 -8.350e-006 -2.03le-006 7.240e-004 23 4.042e -003 -7.072e -002 -5.956e-004 -8.9796-006 2.144e-005 1.093e-003' 24 4.086e -003 -7.070e -002 -5.956e -004 -8.626e -006 -2.102e-007 1.099e-003 25 4.059e -003• -7.068e -002 -5.956e -004 -8.404e -006 -3.219e-006 1.092e-003 26 3.99le-003 -3.978e-002 -5.8646-004 -8.433e-006 3.713e-005 1.333e-003 27 4.06le-003 -3.976e-002 -5.864e-004 -8.820e-006 -4.854e-007 1.310e7003 28 3.998e-003 -3,974e-002 -5.863e-004 -9.12le-006 =1.802e-005 1.335e-003 29 0.000e+000 -1.573e-010 0.000e+000 0.000e+000 0.000e+000 -1.042e-009 30 3.929e -003 -4.523e-003 .-5.554e-004 -5.315e-005 -3.68le-005 1.415e-003 31 3.868e -003 -4.428e -003 -5.554e -004 -1.145e -005 -2.069e-006 1.135e-003 32 3.905e-003 -4.44le-003 -5.556e-004 1.346e-005 2.269e-005 1.410e-003 Load Combination 13: ACI-2005_Eg9-3h Node -------- Dx Dy Dz Dox Doy Doz 1 ------------ 0.000e+000 ------------ -1.628e7010 ------------ 0.000e+000 ------------ 0.000e+000 ------------ 0.000e+000 ------------ 9.711e-010 2 4.257e -003 -4.636e -003 -4.562e -004 -2.537e-005 1. -366e -005 -1.348e-003 3 4.280e -003 -4.588e -003 -4.562e -004 -9.479e-006 1.53le-006 -1.305e-003 ,11/6/2014 4 i . good.. • . i.•..• • f • . .. • .•i .•• dod o.. dodo.. . • f dodo.. • dodo.. 0 dodo 90000• 0660 • . • f. 600.00 000.0• 0.00.• •0000• 0... f •f • • 4 VersaFrame (Build 608.0) by Digital Canal Corp. Page 11 4 4.274e-003 -4.579e-003 -4.564e-004 -7.02le-007 -4.052e-006 -1.348e-003 5 4.235e-003 -3.85le-002 -4.928e-004 -1.038e-005 8.080e -006 -1.313e-003 6 4.252e -003 -3.849e -002 -4.928e -004 -9.493e-006 1.362e -006 -1.326e-003 7 4.25le-003 -3.846e-002 -4.928e-004 -9.048e-006 1.356e -006 -1.314e-003 8 4.209e-003 -6.98le-002 75.25le-004 -8.184e-006 6.8�5e-006 -1.116e-003 9• 4.224e-003 -6.979e-002 -5.25le-004 -8.663e-006 1.185e -006 --1.113e-003 10 4.224e-003 -6.977e-002 -5.25le-004. -8.894e-006 6.985e -007 -1.116e-003 11 4.182e -003 -9.352e -002 -5.525e -004 -8.192e-006 6.600e -006 -7.359e-004 12 4.196e -003 -9.350e -002 -5.525e -004 =8.303e=006 9.758e -007 -7.367e-004 13 4.196e -003 -9.348e -002 =5.525e -004 -8.352e-006 6.962e -007 -7.35.9e-004 14 4.152e-003 -1.063e-001 -5.74le-004 .-7.845e-006 7.552e -006 72.614e=004 15 4.168e-003 -1.063e-001 -5.74le-004 -8.063e-006 7.328e -007 -2.613e-004 16 4.167e -003 -1.063e -001 -5.741e -004 -8.167e-006 2.762e -007 -2.614e-004 17 4.120e-003 -1.065e-001 -5.89le-004 -7.895e-006 9.919e-006 2.466e-004 18 4.140e-003 -1.065e-001 -5.89le-004 -8.042e-006 4.522e-007 2.470e-004 19 4.136e -003 -1.064e -001 -5.891e -004 -8.106e -006. =4.028e-007 2.466e-004 20 4.084e -003 -9.407e -002 -5.965e -004 -7.846e-006 1.427e7005 7.238e-004 21 4.113e -003 -9.405e -002 -5.966e -004 -8.179e-006 1.352e-007 7.222e-004 22 4.10le-003 -9.403e-002' -5.966e-004 -8.350e-006 -2.031e-006 7.240e-004 23 4.042e -003 -7.072e -002 -5.956e -004 -8.979e-006 2.144e-005 1.093e-003 24 4.086e -003 -7.070e -002 -5.956e -004 -8.626e -006 -2.102e-007 1.099e-003 25 4.059e -003 -7.068e -002 -5.956e -004 -8.404e -006 -3.219e-006 1.092e-003 26 3.991e -003 -3.978e -002 -5.864e -004 -8.433e-006 3.713e-005 1.333e-003 27 4.06le-003 -3.976e-002 -5.864e-004 -8.820e-006 -4.854e-007 1.310e-003 28 3.998e-003 -3.974e-002 -5.863e-004 -9.121e-006 -I.802e-005 1.335e-003 29 0•.000e+000 -1.573e-010 0.000e+000 0.0006+000 0.000e+000 -1.042e-009 • • 30 3.929e-003 -4.523e-003 -5.554e-004 -5.315e-005 -3.68le-005 1.415e-003: ••e••• • 31 3.868e -003 -4.428e -003 -5.554e -004 -1.145e-005 -2.0696-006 ••� 1.135e-003 00 • 0.0.00 06 0 32 3.905e -003 -4.441e=003 -5.556e-004 1.346e-005 2.2696-005 1.410e-0030••••• �0•••• 0.0 • •0000• Load Combination 14: ACI-2005_Eg9-3i 00.000 • • Node Dx Dy Dz Dox Doy D070000* • •! 000.00 ------------ 0000• •00000 • 1 0.000e+000 -1.628e-010 0.000e+000 0.000e+000 0.000e+000 9.71le-010*0.6•• 00 6•+0 2 4.2576-003 -4.6366-003 -4.5626-004 -2.5376-005 1.3666-005 -1.3486-00� • • 06 • • 0 0 0000• 3 4.280e -003 -4.588e -003 -4.562e -004 -9.479e-006 1.531e -006. -1.305e-003 0 00 • as •00000 4 4.274e-003 -4.579e-003 -4.564e-004 -7.02le-007 -4.052e-006 -1.348e-00;••6.6 0 5 4:2356-003 -3.8516-002 -4.9286-004 -1.0386=005 8.0806-006 -1.3136-009 0 •0 • 6 4.252e -003 -3.849e -002 -4.928e -004 -9.493e-006 1..362e -006 -1.326e-00$ 0 �••••• 6••6•• 7 4.25le-003 -3.846e-002 -4.928e-004 -9.048e-006 1.356e -006 6 -1.314e-004 • 0 0 0 8 4.209e-003 -6.98le-002 -5.25le--004 -8.184e-006 6.815e -006 -1.116e-00300 0 6669 :0000: 9 4.2246-003 -6.979e-002 .-5.251e-004 -8.663e-006 1.185e -006 -1.113e-003 •00• 10 4.224e-003 -6.977e-002 -5.25le-004 -8.894e-006 6.985e -007 -1.116e-003 11 4.182e -003 -9.352e -002 -5.525e -004 -8.192e-006. 6.600e -006 -7.359e-004 12 4.196e -003 -9.350e -002 -5.525e -004 -8.303e-006 9.758e -007 -7.367e-004 13 4.196e -003 -9.348e -002 -5.525e -004 -8.352e-006 6.902e -007 -7.359e-004 14 4.152e-003 -1.063e-001 -5.74le-004 -7.845e-006 7.552e -006 -2.614e-004 15 4.168e-003 -1.063e-001 -5.74le-004 -8.063e-006 7.328e -007 -2.613e-004 16 4.167e -003 -1.063e -001 -5.741e -004 -8.167e-006 2.762e -007' -2.614e-004 17 4.120e-003 -1.065e-001 -5.89le-004 -7.895e-006 9.919e-006 2.466e-004 18 4.140e-003 -1.0656-001 -5.89le-004 -8.042e-006 4.522e-007 2.470e-004 19 4.136e-003 -1.064e-001 -5.89le-004 -8.1066-006 -4.028e-007 2.466e-004 20 4.084e -003 -9.407e -002_ -5.965e -004 -7.846e-006 1.427e-005 7.238e-004 21 .4.113e -003 -9.405e -002 -5.966e -004 -8.179e-006 1.352e-0'07 7.222e-004 22 4.10le-003 -9.403e-002 -5.966e-004 -8.350e-006 -2.03le-006 7.240e-004 23 4.042e -003 -7.072e -002 -5.956e -004 -8.979e-006 2.144e-005 1.093e-003 24 4.086e -003 -7.070e -002 -5.956e -004 -8.626e -006 -2.102e-007 ' 1.099e-003 25 4.059e -003 -7.068e -002 -5.956e -004 =8.404e -006 -3.219e-006 1.092e-003 • 26 3.99le-003 -3.978e-002 -5.864e-004 -8.433e-006 3.713e-005 1.333e-003 27 4.06le-003 -3.976e-002 -5.864e-004 -8.820e-006 -4.854e-007 1.310e-003 28 3.998e -003 -3.974e -002 -5.863e -004 -9.121e -006 -1.802e-005 1:335e-003 29 0.000e+000 -1.573e-010 0.000e+000 0'.000e+000 0.000e+000 -1.042e-009 • 30 3.929e -003 -4.523e -003 -5.554e -004 -5.315e -005 -3.681e-005 1.415e-003 31 3.868e -003 -4.428e -003 -5.554e -004 -1.145e -005 -2.069e-006 1.135e-003 32 3.905e-003 -4.44le-003' -5.556e-004 1.346e-005 2.269e-005 1.410e-003 Load Combination 15: ACI-2005-Eq9-4a .Node -------------------- Dx Dy Dz Dox Doy Doz 1 0.000e+000 ------------------------ -1.628e=010 0.000e+000 ------------ 0.000e+000 ------------ 0.000e+000 ------------ 9.711e-010 2 4.257e -003 =4.636e -003 -4.562e -004 -2.537e-005 1.366e -005 -1.348e-003 3 4.280e -003 -4.588e7003 -4.562e -004 -9.479e-006 1.53le-006 -1.305e-003 4 4.274e-003 -4.579e-003 -4.564e-004 -7:02le-007 -4.052e-006 -1.348e-003 5 4.235e -003 -3.851e -002 -4.928e -004 -1.038e-005 8.080e -006 -1.313e-003 6 4.252e -003 -3.849e -002 -4.928e -004 -9.493e-006 1.362e -006 -1.326e-003 7 4.25le-003 -3.846e-002 .-4.928e-004 -9.048e-006 .1.356e -006 -1.314e-003 11/6/2014 VersaFrame (Build 608.0) by Digital Canal Corp. Page 12 8 4.209e-003 -6.98le-OC2 -5.25le-004 -8.184e-0106 6.815e -006 -1.116e-003 9 4.-224e-003 -6.979e-002 -5.25le-004 -8.663e-006 1.185e -006 -1.113e-003 10 4.224e-003 -6.977e-002 -5.25le-004 -8.894e-006 6.985e -007 -1.116e-003 11 4.182e -003' -9.352e -002 -5.525e -004 -8.192e-006 6.600e -006 -7.359e-004 12 4.196e -003 -9.350e -002 -5.525e -004 -8.303e-006 9.758e -007 -7.367e-004 4 13 4.196e -003 -9.348e -002 -5.525e -004 -8.352e-006 6.902e -007 -7.359e-004; 14 4.152e-003 -1:063e-001 -5.74le-004 -7.845e-006 7.552e -006 -2.614e-004 15 4.168e-003 -1.063e-001 -5.74le-004 -8.063e-006 7.328e -007 -2.613e-004 16 4.167e-003 -1.063e-001 -5.74le-004 -8.167e-006 2.762e -007 -2.614e-004 17 4.120e-003 -1.065e-001 -5.89le-004 -7.895e-006 9.91'9e-006 2.466e-004 18 4.140e-003 -1..065e-001 -5.89le-004 -8.,042e-006 4.522e-007 2.470e-004 19 4.136e-003 -1.064e-001 -5.89le-004 -8.106e-006 -4.028e-007 2.466e-004 20 4.084e -003 -9.407e -002 -5.965e -004 -7.846e-006 1.427e-005 7.238e-004 21 4.113e -003 -9.405e -002 -5.966e -004 -8.179e-006 1.352e-007 7.222e-004 22 4.10le-003 -9.403e-002. -5.966e-004 -8.350e-006 -2.031e-006 7.240e-004 23 4.042e -003 -7.072e -002 -5.956e -004 -8.979e-006 2:144e-005 1.093e-003 24 4.086e -003 -7.070e -002 -5.956e -004 -8.626e -006 -2.102e-007 i.099e-003 25 4.059e -003 -7.068e -002 -5.956e -004 -8.404e -006 -3.219e-006 1.092e-003 26 3.99le-003 -3.978e-002 -5.864e-004 '-8.433e-00.6 3.713e-005 1.333e-003 .27 4.06le-003 -3.976e-002 -5.864e-004 -8.820e-006 -4.854e-007 1.310e-003 28 3.998e-003 -3.974e-002 -5.863e-004 -9.12le-006 -1.802e-005 1.335e-003 29 0.000e+000 -1.573e-010 0.000e+000 0.000e+000 0.000e+000 -1.042e-009 30 3.929e-003 -4.523e-003 -5.554e-004 -5.315e-005 -3.68le-005 1.415e-003 31 3.868e -003 -4.428e -003 -5.554e -004 -1.145e -005 -2.069e -006 1.135e-003 32 3.905e-003' -4.44le-003 -5.556e=004 1.346e-005 2.269e-005 1.410e-003 Load Combination 16: ACI-2005_Eg9-4b Node -------------------- Dx Dy ------------ Dz ------------ Dox ------------ Doy ------------ Doz ------------. 1 0.000e+000 -1.628e-010 0.000e+000 0.000e+000 0.000e+000 9.71le-010 2 4.257e -003 -4.636e -003 -4.562e=004 -2.537e-005 1.366e -005 -1.348e-003 3 4.280e -003 -4.588e -003 -4.562e -004 -9.479e-006 1.53le-006 -1.305e-003 4 4.274e-003 -4.579e-003 -4.564e-004 -7.02le-007 -4.052e-006 -1.348e-003 5 4:235e-003 -3.85le-002 . -4,.928e-004 -1.038e-005 8.080e -006 -1.313e-003 6 4.252e -003 -3.849e -002 -4.928e -004 -9.493e-006 1.362e -006 -1.326e-003 7 4.25le-003 -3'.846e-002 -4.928e-004 -9.048e-006 1.356e -006 -1.314e-003 • • 0000•• 8 4.209e-003 -6.98le-002 -5.25le-004 -8.184e-006 6.815e -006 -1.116e-(13 • • 0000•• 9 4.224e-003 -6.979e-002 -5.25le-004 -8.663e-006 1.185e-006 -1.113e-00l1e 0 • • 0 10 4.224e-003 -6.977e-002 -5.25le-004 -8.894e-006 6:985e -007 -1.116e-0030.0• ••••• ••••i• 11 4.182e-003 -9.3526-002 -51.525e-004 -8.192e-006 6.600e -006 -7.359e-00,4•:0• 12 4.196e -003 -9.350e -002 -5.525e -004 -8.303e-006 9.7586-007 -7.367e-004 0 • •0000• 13 4.196e -003 -9.348e -002 -5.525e -004 -8.352e-006 6.902e-007 '-7.359e-OP*40 *.0 0 X000:0 0 .0 14 4.152e-003 -1.063e-001 -5.74le-004 -7.845e-006 7.552e -006 -2.614e-009••• 0 00000 15 4.168e-003 -1.063e-001 -5.74le-004 -8.063e-006 7.328e -007 -2.613e- QiR�•••r 0 0 •• • •0 0 0• 16 4.167e-003 -1.063e-001 -5.74le-004 -8.167e-006 2.762e -007 -2.614e-0040 o '000• 17 4.120e-003 -1.065e-001 -5.89le-004 -7.895e-006 9.919e-006 0•• 2.466e-004 000000 0 18 4.140e -003 -1.065e -001 -5.891e -004 -8.042e-006 4.522e-007 2.470e-10000 0 0 19 4.136e-003 -1.064e-001 -5.89le-004 -8.106e-006 -4.028e-007 -�U• 2.466e04 0 0 • •• ••:• 20 4.084e-003 19.407e -002 -5.965e -004 -7.846e-006 1.427e-005 7.238e-4514 0 000000 0 0 21 4.113e -003 -9.405e -002 -5.966e -004 -8.179e-006 1.352e-007 7.222e-PO4 • 0 •��•�• 22 4,.1016-003 79.403e-002' -5.966e=004 -8.350e-006 -2.03le-006 7.240e-0004 0 0��• 0 23 4.042e -003 -7.072e7002 -5.956e-004 -8.9798-006 2.144e-005 1.093e-003 0000 24 4.086e -003 -7.070e -002 -5.956e -004 -8.626e -006 -2.102e-007 1.099e-003 25 4.059e -003 -7.068e -002 -5.956e -004 -8.404e -006 -3.219e-006 1.092e-003 26 3.991.e -003 -3.918e -002 -5.864e -004 -8.433e-006 3.713e-005 1.333e-003 27 4.06le-003 -3.976e-002 -5.864e-004 -8.820e-006 -4.854e-007 1.310e-003 28 3.998e-003 -3.974e-002 -5.863e-004 -9.12le-006 -1.802e-005 1.335e-003 29 M00e+000 -1.573e-010 0.000e+000 0.000e+000 0.000e+000 -1.042e-009 30 3.929e-003 -4.523e-003 -5.554e-004 -5.315e-005 -3.68le-005 1.415e-003 31 3.868e -003 -4.428e -003 -5.554e -004 -1.145e -005 -2.069e-006 1.135e-003 32 3.905e-003 -4.44le-003 -5.556e-004 1.346e-005 2.269e-005 1.410e-003 Load Combination 17: ACI-2005_Eg9-4c Node Dx Dy Dz Dox Doy Doz -------- 1 ------------ 0.000e+000 ------------ -1.628e-010 ------------ 0.000e+000 ------------ 0.000e+000 ------------ 0.000e+000 ------------• 9.71le-010 2 4.257e -003 74.636e -003 -4.562e -004 -2.537e-005 1.366e -005 -1.348e-003 3 4.280e -003 -4.588e -003 -4.562e-004 .-9.479e-006 1.53le-006 -1.305e-003 4 4.274e-003 -4.579e-003 -4.564e-004 -7.02le-007 -4.052e-006 ,-1.348e-003 5- 4.235e-00.3 -3.85le-002 -4.928e-004 -1.038e-005 8:080e -006 -1.313e-003 6 4.252e -003 -3.849e-002 -4.9286-004. -9.493e-006 1.362e -006 -1.326e-003 7 4.25le-003 -3.846e-002 -4.928e-004 -9.048e7006 1.356e -006 -1.314e-003 8 4.209e-003 -6.9.8le-002 -5.25le-004 -8.184e-006 6.815e -006 -1.116e-003 9 4.224e-003 -6.979e-002 -5.25le-004 -8.663e-006 1.185e -0.06 -1.113e-003 10 4.224e -003 -6.977e -002 -5.251e -004 -8.894e-006 6.985e -007 -1.116e-003 11 4.182e -003 -9:352e -002 -5.525e -004 -8.192e-006 6.600e -006 -7.359e-004 0.000. 0000.. sees** •.•..s • •0000• • • • . • 0.00 .e••ss • • .000. • •••• ••.•• • •. •0.000 • • • • • 00 • • • sss••. 0:0.00 • . 0 • 00:0:0 • e e e • 0:0:00 • • e • • 0000 • se • .00. VersaFrame (Build 608.0) by Digital Canal Corp. 12 4.196e -003 -9.350e -002 -5.525e=004 -8.303e-006 9.758e -007 -7.367e-004 13 4.196e -003 -9.348e -002 -5.525e -004 -8.352e-006 6.902e -007 -7.359e-004 14 4.152e-003-1.063e-001-5.74le-004-7.845e-006 7.552e -006 -2.614e-004 15 4.168e-003=1.063e-001-5.74le-004-8.063e-006 7.328e -007 -2.613e-004 16 4.167e-003-i.063e-001-5.74le-094-8.167e-006 2.762e -007 -2.614e-004. 17 4.120e-003-1.065e-001-5.89le-004-7.895e-006 9.919e-006 2.466e-004 18 4.140e-003•-1.065e-001-5.89le-004-8.042e-006 4.522e-007 2.470e-004 19 4.136e-003-1.064e-001-5.89le-004-8.106e-006-4.028e-007 2.466e-004 20 4.084e -003 -9.407e -002 -5.965e -004 -7.846e-006 1.427e-005 7.238e-004 21 4.113e -003 -9.405e -002 -5.966e -004 -8.1.79e-006 1.352e-007 7.222e-0.04 22• 4.10le-003-9.403e-002-5.966e-004-8.350e-006.'-2:031e-006 7.240e7004 23 4.042e -003 -7.072e -002 -5.956e -004 -8.979e-006 2.144e-005 1.093e-003 24 4.086e -003 -7.070e -002 -5.956e -004 -8.626e -006 -2.102e-007 1.099e-003 25 4.059e -003 =7.068e -002 -5.956e -004 -8.404e -006 -3.219e-006 1.092e-003 26 3.99le-003-3.978e-002-5.864e-004-8.433e-006 3.713e-005' 1.333e700'3 27 4.06le-003-3.976e-002-5.864e-004-6.820e-006-4.854e-007 1.310e-003 28 3.998e-003-3.974e-002-5.863e-004-9.12le-006-1.802e-005 1.335e-003 29 0.00 -0e+000 -1.573e-010 0.000e+000 0.000e+000 0.000e+000 -1.042e-009 30 3.929e-003-4.523e-003-5.554e-004-5.315e-005-3.68le-005 1.415e-003 31 3.868e -003 -4.428e -003 -5.554e -004 -1.145e -005 -2.069e-006 1.135e-003 32 3.905e-003-4.44le-003-5.556e-004 1.346e-005 2.269e-005 1.410e-003 Load Combination 18: ACI-2005_Eg9-4d Node Dx Dy Dz Dox Doy Doz -------------------------------------------------------------------------------- 1 0.000e+000 -1.628e-010 0.000e+008 0.000e+000 0.000e+000 9.71le-010 2 4.257e -003 -4.636e -003 -4.562e -004 -2.537e-005 1.366e -005 -1.348e-003 3 4.280e -003 -4.588e -003 -4.562e -004 -9.479e-006 1.53le-006-1.305e-003 4 4.274e-003-4.579e-003=4.564e-004..-7.02le-007-4.052e-006-1.348e-003 5 4.235e-003 3.85le-002-4.928e-004'-1.038e-005 .8.060e-006 '-1.313e-003 6 4.252e -003 -3.849e-002 4.928e -004 -9.493e-006 1.362e -006 -1.326e-003 7 4.25le-003-3.846e-002-4.928e-004-9.048e-006 1.356e -006 -1.314e-003 8 4.209e-003-6.98le-002-5.25le-004-8.184e-006 6.815e -006 -1.116e-003 9 4.224e-003-6.979e-OC2-5.25le-004-8.663e-006 1.185e -006 -1.113e-003 10 4.224e-003-6.977e-002-5.25le-004-8.894e-006 6.985e -007 -1.116e-003 11 4.182e -003 -9..352e -002 -5.525e -004. -8.192e-006 6.600e -006 -7.359'e-004 12 4.196e -003 -9.350e -002 -5.525e -004 -8.303e-006 9.758e -007 -7.367e -(Q)4 ••• 13 4.196e -003 -9.348e-002 5.525e -004 -8.352e-006 6.902e -007 -7.359e-00110 0 14 4.152e-003-1.063e-001-5.74le-004-7.845e-006 7.552e-006 -2.6146-4f16•••• 15 4.168e-003-1.063e-001-5.74le-004-8.063e-006 7.328e -007 -2.613e- .0.4.0•• 16 4.167e-003-1.063e-001-5.74le-004-8.167e-006 2.762e-007 '-2.614e-004 17 4.120e -003 -1.065e -001 -5.891e -004 -7.895e-006 9.9196-006 2.466e-0,0.4•••• 18 4.140e-003-.1.065e-001-5.89le-004-8.042e-006 4.522e-007 2.470e-0014•00 19 4.136e -003 -1.064e-001 5.89le=004-8.106e-006-4.028e-007 2.466e-0.0 ••••. 20 4.084e -003 -9.407e -002 -5.965e -004 -7.846e-006 1.427e-005 7.238e-(:0.4•..• 21 4.113e -003 -9.405e -002 -5.966e -004 -8.179e-006 1.352e-007 1.222e-004 22 4.10le-003-9.403e-002-5.966e-004-8.350e-006-2.03le-006 7.240e-Qa4•:0: 23 4.042e -003 -7:072e -002 -5.956e -004 -8.979e-006 2.144e-005 1.093e-0003 0 24 4.086e -003 -7.07()e -002 -5.956e -004 -8.626e -006 -2.102e-047 1.099e-0,03 • 25 4.059e -003 -7.068e -002 -5.956e -004 -8.404e -006 73.219e-006 1.092e-(!03 • • 26 3.99le-003-3.978e-002-5.864e-004-8.433.e-006 3.713e-005 1.333e-00.3• • 27' 4.06le-003-3.976e-002 5.864e -004 -8.820e -006 =4.854e-007 1.310e-003 28 3.998e-003-3.974e=002-5.863e-004-9.12le-006-1.802e-005 1.335e-003 29 0.000e+000=1.573e-010 0.000e+000 0.000e+000 O.Ob0e+000-1.042e-009 30 3.929e-003-4.523e-003-5.554e-004-5.315e-005-3.68le-005 1.415e-003 31 3.868e -003 -4.428e -003 -5.554e -004 -1.145e -005 -2.069e-006 1.135e-003 32 . 3.905e-003-4.44le-003-5.556e-004 1.346e-005 2.269e-005 .1.410e-003 Load Combination 19: ACI-2005_Eg9-4e Node DX Dy. Dz Dox Doy Doz -------------------------------- ------------ ------------------------ ------------ 1 0.000e+000 -1.628e-010 0.000e+000 0.000e+000 0.000e+000 9.711e-010 2 4.257e -003 -4.636e-003 .-4.562e-004-2.537e-005 1.366e -005 -1.348e-003 3 4.280e -003 -4.588e-003 -4.5626-004 -9.479e-006 1.53le-006-1.305e-003 4 4.274e-003-4.579e-003-4.564e-004-7.02le-007-4.052e-006-1.348e-003 5 4.235e-003-3.85le-002-4.928e-004-1.038e-005 8.080e -006 -1.313e-003 6 4.2526 -003 -3.849e -002 -4.928e -004 -9.493e-006 1.362e -006 -1.326e=003 .7 4.251e -003 -3.846e -002 -4.928e -004 -9.048e-006 1.356e -006 -1.314e-003 8 4.209e-003-6.98le-002-5.25le-004 •-8.184e-006 6.815e -006 -1.116e-003 9 4.224e-003-6.979e-002-5.25le-004-8.663e-006 1.185e7006 -1.113e-003 10 4.224e -003 -6.977e -002 -5.251e -004 -8.894e-006 6.985e-007 -1.1166-003 11 4.182e -003 -9.352e -002 -5.525e -004 -8.192e-006 6.600e -006 -7.359e-004 12 4.196e-003 9.350e -002 -5.525e -004 -8.303e-006 9.758e-007 .-7.367e-004 13 4.196e -003 -9.348e -002 -5.525e -004 -8.352e-006 6.902e -007 -7.359e-004 14 4.152e -003 -1.063e -001 -5.741e -004 -7.645e-006 7.552e -006 -2.614e-004 15 4.168e-003-1.063e-001-5.74le-004-8.063e-006 7.328e -007 -2.613e-004 Page 13 of 868 • •• 0000• • •000.0 • 0000•• • 0000•• • 0•We • •• • 11/6/2014 0000•• • • • •00.00 •0000• 0000• • • 0000• 000.0• • • • 0000•• •0000• 0.000• ••0000 • • • • 0000•• 0000•• • f.•0i• • • • • 0000•• 0000•• • • • • 0000 0000•• • • 0000• • lf0i 0000• • •• •!0•ii f 0000•• • • • s 0000•• 1010•• • • • • 0000 • •• VersaFrame (Build 608.0) by Digital Canal Corp. Page 14 16 4.167e-003-1.063e-001-5.74le-004 8.167e-006 2.762e -007 -2.614e-004 17 4.120e-003-1,065e-001-5,89le-004-7.895e-006 9.919e-006 2.466e=004 18 4.140e7003 -1.065e -001 -5.891e -004 -8.042e-006 4.522e-007 2.470e-004 19 4.136e-003-1.064e-001-5.89le-004-8.106e-006-4.028e-007 2.466e-004 20 4.084e -003 -9.407e -002 -5.965e -004 -7.846e7006 1.427e-005 7.238e-004 21 4.113e -003 -9.405e -002 -5.966e -004 -8.179e-006 1.352e-007 7.222e-004 22 4.10le-003-9.403e-002-5.966e-004-8.350e-006-2.03le-006 7.240e-004 23 4.042e -003 -7.072e -002 -5.956e -004 -8.979e-006 2.144e-005 1.Q93e-003 24 4.066e-003 -7.07 Oe -002 -5.956e-00'4-8.626e-006-2.102e-007 1.099e-003 25 4.059e -003 -7.068e -002 -5.956e -004 -8.404e -006 -3.219e-006 1.092e-003 26 3.99le-003-3.978e-002-5.864e-004-8.433e-006 3.713e-005 1.333e-003 27 4.06le-003-3.916e-002-5.864e-004-8.820e-006-4.854e-007 1.310e-003 28 3.998e-003-3.974e-002-5.863e-004-9.12le-006-1.802e-005 1.335e-003 29 0.000e+000 -1.573e-010 0_.000e+000 0.000e+000 0.000e+000 -1.042e-009 30 3.929e -003 -4.523e -003 -5.554e -004 -5.315e -005 -3:681e-005 1.415e-003 31 3.868e -003 -4.428e -003 -5.554e -004 -1.145e -005 -2.069e-006 1.135e-003 32 3.905e-003-4.44le-003-5.556e-004 1.346e-005 2,269e-005 1.410e-003 Load Combination 20: ACI -2005 Eq9-4f Node Dx Dy Dz Dox Doy Doz -------------------- 1 0.000e+000 ------------ -1.628e-010 ------------ 0.000e+000 ------------ 0.000e+000 ------------ 0.000e+000 ------------ 9.711e-010 2 4.257e -003 -4.636e -003 -4.562e -004 -2.537e-.005 1.366e -005 -1.348e-003 3 4.280e -003 -4.588e -003 -4.562e -004 -9.479e-•006 1:53le-006 -1.305e-003 4 4.274e -003 -4.579e -003 -4.564e -004 -7.021e -007 -4.052e -006 -1.348e-003 5 4.235e-003• -3.85le-002 -4.928e-004 •-1.038e-005 8.080e -006 -1.313e-003 6 4.252e -003 -3.849e -002 -4.928e -004 -9.493e-006 1.362e -006- -1.326e-003 7 4.251e -003 -3.846e -002 -4.928e -004 -9.048e-006 1.356e -006 -1.314e-003 8 4.209e-003 -6.98le-002 -5.25le-004 -8.184e-0.06 6.815e-006 -I A 16e-003 9 4.224e -003 -6.979e -002 -5.251e -004 -8.663e-006 1.185e -006 -1'.113e-003 10 4.224e-003 -6.977e-002 -5.25le-004 -8.894e-006 6.985e -007 -1.116e-003 11 4,182e -003 -9.352e -002 -5.525e -004 -8.192e-006 6.600e -006 -7.359e-004 12 4.196e -003 -9.350e -002 -5.525e -004 =8:303e-006 9.758e -007 -7.367e-004 13 4.196e -003 -9.348e -002 -5.525e -004 -8.352e-006 6.902e -007 -7.359e-004 14 4.152e-003 -1.063e-001 -5.74le-004 -7.845e-006 7.552e -006. -2.614e-004 15 4'.168e-003 -1.063e-001 -5.74le-004 -8.0636-006 7.328e -007 -2.613e-004 • • 0000•� 16 4.167e-003 -1.063e-001 -5.74le-004 -8.167e-006 2.762e -007 -2.614e -(Q)4 • • 0000•• 17 4.120e-003 '-1.065e-001 -5.89le-004 -7.895e-006 9..919e-006 2.4666-OC•10• 0 • • •• 18 4.140e-003 -1.065e-001 -5.89le-004 -8.042e-006 4.522e-007 2.470e- �•••• 0000•• • • 000000 19 4.136e-003 -1.064e-001 -5.89le-004 -8.106e-006 -4.028e-007 2.466e-004 0 20 4.084e -003 -9.407e -002 -5.965e -004 -7.846e-006 1.427e-005 7.238e-0 • • 0000•• 21 4.113e -003 -9.405e -002 -5.966e -004 -8.179e-006 1.352e-007 7.222e-40•••• 0•••i• • 0 22 4.101e=003 -9.403e -002 -5.966e -004 -8.350e -006 -2.031e-006 1• 7.24Oe- 00.•• • 0000• 23 4.042e -003 -7.072e -002 -5.956e -004 -8.979e-006 2.144e-005 1.093e- �•••• •• • 00 000• • 24 4.086e -003 -7,070e-002 '-5.956e-004 -8.f26e-006 -2.102e-007 1.099e-0030• • • 0 25 4.059e -003 -7,068e -002 -5.956e -004 -8.404e -006 -3.219e-006 1.092e-0.0.3 •• • •• ••••i•' 26 3.99le-003• -3.978e-002 -5.864e-004 -8.433e-006 3.713e-005 1.333e -v•3•••• •'i 0 0 27 4.061e -003 -3.976e -002 -5.864e -004 -8.820e -006 -4.854e-007 1.310e -W-3 • • ••••i• j 28 3.998e -003 -3.974e -002 -5.863e-004 -9.1216-006 -1.802e-005 1.335e=403 0 ••••• 0 .' • 29 0.000e+000 -1.573e-010 0.000e+000 0.000e+000 0.000e+000 -1.042e-(!09 0 0 •0000• 30 2.929e-003 -4.523e-003 -5.554e-004 -5.315e-005 -3.68le-005 1'.415e-00.30 0 :900 • • 31 3.868e=003 -4.428e -003 -5.554e -004 -1.145e -005 -2.069e-006 'l.135e-003 •00• 32 3.905e-003 -4.44le-003' -5.556e-004 1.346e-00.5 2.269e-005 1.410e-003 Load Combination 21: ACI-2005_Eg9-5a Node Dx • Dy Dz Dox Doy Doz -------- 1 ------------ 0.000e+000 ------------ -1.628e-010 ------------ 0.000e+000 ------------ 0.000e+000 ------------ 0.000e}000 ------------ 9.71le-010 2 4.257e -003 -4.636e -003 -4.562e -004 -2.537e-005 1.366e -005 -1.348e-003 3 4.280e -003 -4.588e -003 -4.562e -004 -9.479e-006 1.531e -006 -1.305e-003 4 4.274e-003 -4.579e-003 -4.564e-004 -7.02le-007 -4.052e-006 -1.348e-003 5 4.235e-003 -3.85le-002 -4.928e-004 -1.038e-005 8.080e -006 -1.313e-003 6 4.252e -003 -3.849e -002' -4,928e -004 -9.493e-006 i.362e-006 -1.326e-003 7 4.25le-003 -3.846e-002 -4.928e-004 -9.048e-006 .1.356e -006. -1.314e-003 8 4.209e-003 -6.98le-002 -5.25le=004 -8.184e-006 6.&15e -006 -1.116e-003 9 4.224e-003 -6.979e-002 -5.25le-004 -8..663e-006 1.185e -006 -1.113e-003 10 4.224e-003 -6.977e-002 -5.25le-004 -8.894e7006 6.985e -007 71.116e-0.03 11 4.182e -003 -9.352e -002 -5.525e -004. -8.192e-006 6.600e -006 -7.359e-004 12 4.196e -003 -9.350e -002 -5.525e -004 -8.303e-006 9.758e -007 -7.367e-004 13 4.196e -003 -9,348e -002 -5.525e -004 -8.352e-006 6.902e -007 -7.359e-004 14 4.152e-003 -1.063e-001 -5.74le-004 -7.845e-006 7.552e -006 -2.614e-004 15 4.168e-003 -1.063e-001 -5.74le-004 -8.063e-006 7.328e -007 -2.613e-004 16 4.167e-003 -1.063e-001 -5.74le-004 -8.167e-006 2.762e -007 -2.614e-004 17 4.120e-003 -1.065e-001 -5.89le-004 -7.895e-006 9.919e-006 2.466e-004 18 4.140e-003 -1.065e-001 -5.89le-004 -8.042e-006 4.522e-007 2.470e-004 •19. 4.136e-003 -1.064e-001 -5.89le-004 -8.106e-006 -4.028e-007 2.466e-004 0.000. 0000.. 9 ..ease .0.00. . 0090.. 0000.. 0000.. 9 0000 0000.. 0000. . 0000 •0090'. 0000.. .. . .. .. 0000... 9.006., 0000.. a •0000• 000 . *006 VersaFrame (Build 608.0) by Digital Canal Corp. Page 15 of 868 20 4.084e -003 -9.407e -002 -5.965e -004 -7.846e-006 1.4276-005 7.238e-004 21 4.113e -003 -9.405e -002 -5.966e -004 -8.179e-006 1.352e-007 7.222e-004 22 4.10le-003 -9.403e-002 -5.966e-004, -8.350e-006 -2.03le-006 7.240e-004 23 4.042e -.003 -7.072e -002 -5.956e -004 -8.979e-006 2.144e-005 1.093e-003 24 4.086e -003 -7.070e -002 -5.956e -004 -8.626e -006 -2.102e-007 1.099e-003 25 4.059e-003 .-7.068e-002 75.956e-004 -8.404e-006 -3.219e-006 1.092e-003 26 3.99le-003 -3.978e--002 -5.864e-004 -8.433e-006 3.713e-005 1.333e-003 27 4.06le-003 -3.976e-002 -5.864e-004 -8.820e-006 -4.854e-007 1.310e-003 28 3.998e-003 -3.974e-002 -5.863e-004 -9.12le-006 -1.802e-005 1.335e-003 29 0.000e+000 -1.573e-010 0.000e+000 0.000e+000 0.000e+000 -1,042e7009 30 3.929e-003. -4.523e-003 -5.554e-004 -5.315e-005 -3.68le-005 1.415e-003 31 3.868e -003 -4.428e -003 -5.554e -004 -1.145e -005 -2:069e-006 1.135e-003 32 3.905e -003 -4.441e -003 -5.556e-004 1.346e-005 2.269e-005 1.410e-003 Load Combination 22: ACI-2005_Eg9-5b Node Dx Dy Dz Dox Doy Doz -------- ------------ 1 0.000e+000 ------------------------ -1.628e-010 0.000e+000 ------------ 0.000e+000 ------------ 0.000e+000 ------------ 9.71le-010 2 4.25.7e -003 -4.636e -003 -4.562e-004 -2.5376-005 1.366e -005 -1.348e-003 3 4.280e -003 -4,588e -003 -4.562e=004 -9.479e-006 1.53le-006 -1.305e-003 4 4.274e-003 -4.579e-003 -4.564e-004 -7.02le-007 -4.052e-006 -1.348e-003 5 4.235e-003 -3.85le-002 -4.928e-004 -1.038e-005 8.080e -006 -1.313e-003 6 4.252e -003 -3.849e -002 -4.928e -004 -9.493e-006 '1.362e -006 -1.326e-003 7 4.25le-003 -3.846e-002 -4.928e-004 =9.048e-006 1.356e -006 -1.314e-003 8 4.209e-003 -6.98le-002 -5.25le-004 -8.184e-006 6.815e -006 -1.116e-003 9 4.224e-003 -6.979e-002 -5.25le-004 -8.6636-006 1.185e -006 -1.113e=003 10 4.224e -003 -6.977e -002 -5.251e -004 -8.894e-006 6.985e -007 -1.116e-003 11 4.182e -003 -9.352e -002 -5.525e -004 -8.192e-006 6.600e -006 -7.359e-004 12 4-196e-003 -9.3506-002 -5.525e-004 -8.303e=006 9.758e' -007 -7.367e-004 13 4.196e -003 -9.348e -002 -5.525e -004 -8.352e-006 6.902e -007 -7.359e-004 14 4.152e-003 -1.063e-001 -5.74le-004 -7.845e-006 7.552e -006. -2.614e-004 15 4.168e-003 -1.063e-001 -5.74le-004 -8.063e-006 7.328e -007. -2.613e-004 16 4.167.6-003 -1.063e-001 -5.74le-004 -8.167e-006 2:.762e -007 -2.614e-004 17 4.120e-003 -1.065e-001 -5.89le-004 -7.895e-006 9.919e-006 2.466e-004 18 4.140e-003 -1.065e-001 -5.89le-004 -8.0426-006 4.522e-007 2.470e-004 • • 19 4.136e-003 -1.064e-001 -5.89le-00.4 -8.106e-006 -4.028e-007 2.466e-004 00 20 4.084e -003 -9.407e -002 -5.965e -004 -7.846e-006 1.427e-005 7.238e -0b4 ••• • ••••0• 21 4.113e-003 -9.4056-002 -5.966e-004 -8.17961-006 1.352e-007 7.222e-004• • �w •• 22 4.101e -003 -9.403e -002 -5.966e -004 -8.350e -006 -2.031e-006 7.240e-OOi000o r0�0 0. 000000 23 4.042e -003 -7.072e -002 -5.956e -004 -8.979e-006 2.144e-005. 1.093e-Op00• 00 • • • 24 4.086e -003 -7.070e -002 -5.956e -004' -8.626e -006 -2.102e-007 1.099e-003 0.000• 25 4.059e -003 -7.068e-002 ,-5.956e-004 -8.404e-006 -3.219e-006 1.092e-OQ30oa0 �•••�• • • 26 3.99le-003 -3.978e-002 -5.864e-004 -8.433e-006 3.713e-005 1.333e-00.'••• 0 ••0••• 27 4.06le=003 -3.976e-002 -5.864e-004 -8.820e-006 -4.854e-007. 1.310e-0043•••• 00 ' 0 00000 28 3.998e -003 -3.974e -002 -5.863e7004 .-9.12le-006 -1.802e-005 • 1.335e -0p3•0 • • • 29 0.000e+000 -1.573e-010 0.000e+000 0.000e+000 O.000e+000 -1.042e-009 •0 0 0• 00000 30 3.929e -003 -4.523e -003 -5.554e -004 -5.315e -005 -3.681e-005 1.415e-01130;0 • 00 31 3.868e -003 =4.428e -003 -5.554e -004 -1.145e -005 -2.069e-006 1.135e-Of13 • • • 000000 i 32 3.905e -003 -4.441e -003 -5.556e-004 1.346e-005 2.269e-005' 1.410e-003 • 0000.00 0 0 • • • ••000• 00 • 0000 0 0 Load Combination 23: ACI-2005_Eg9-6a • Node Dx Dy Dz Dox Doy. Doz 0000 1 0.000e+000 -1.22le-010 0.000e+000 0.000e+000 0.000e+000 7.280e-010 2 3.19le-003 -3.477e-003 -3.390e-004 -1.897e-005 1.025e-005 -1.0116-003 3 3.209e-003 -3.44le-003 73.390e=004 -7.056e-006 1.1476-006 -9.783e-004 4 3.204e -003 -3.434e -003 -3.3>91e -004 -4.748e -007 -3.040e -006 -1-011e-003 5 3.174e -003 -2.888e -002 -3.664e -004 -7.735e-006 6.058e -006 -9.849e-004 6 3.188e -003 -2.886e -002 -3.664e -004 -7.067e-006 1.020e -006 -9.943e-004 7 3.187e -003 -2.884e -002 -3.664e -004 -6.733e-006 1.016e -006 -9.854e-004 8 3.156e -003 -5.235e -002 -3.906e -004 -6.085e-006 5.109e-006 -8.37le-004 9 3.166e -003 -5.233e -002 -3.906e-004 6.444e-006 8.877e -0b7 -8:347e-004 10 3.167e -003 -5.232e -002 -3.906e -004 -6.617e-006 5.226e -007 -8.371e-004 11 3.135e -003 -7.013e -002 -4.111e -004 -6.090e-006 4.948e-006 -5.5186-004 12 3.145e -003 -7.011e -002 -4.111e -004 -6.174e-006 7.306e7007 -5.524e-004 13 3.146e-003 -7.010e-002 -4.111e-004 -6.21le-006 5.163e -007 -5.519e-004 14• 3.-113e-003 -7.97le-002 -4.273e-004 -5.830e-006 5.662e -006, -1.960e-004 15 3.125e -003 -7.970e -002 -4.273e -004 =5.994e-006 5.484e -007 -1.960e-004 16 3.124e -003 -7.968e -002 -4.273e -004. -6.072e-006 2.059e -007 -1_960e-004 17 3.088e -003 -7.985e -002 -4.385e=004 -5.868e-006 7.437e-006 1.849e-004 18 3.104e -003 -7.983e -002 -4.385e -004 -5.978e-006 3.380e-007 1.852e-004 19 3.10le-003 -7.982e-002 -4.385e-004 -6.026e-006 73.032e-007 1.849e-004 20 3.06le-003 -7.054e-002 -4.441e-004. =SA 31e-006 1.070e-005 5.427e-004 21. 3.083e-003 -7.052e-002 -4.44le-004 -6.08le-006 1.004e-007 5.4i6e-004 22 3.075e7003 -7.05le-002 -4.441e-004 -6:209e-006 -1.524e-006 5.429e-004 23 3.030e -003 -5.303e -002. -4.433e -004 -6.680e-0.06 1.608e=005 8.196e-004 11/6/2014 VersaFrame (Build 608.0) by Digital Canal Corp. 24 3.063e -003 -5.302e -002 -4.433e -604 -6.415e -006 -1.586e-007 8.243e-004 25 3.043e -003 -5.300e -002 -4.434e -004 -6.249e -006 -2.415e-006 8.192e-004 26 2.992e -003 -2.983e-002 4.3646-004-6.27le-006 2.784e-005 9.994e-004 27 3.044e -003 -2.982e -002 -4.364e-004 •-6.562e-006-3.649e-007 9.8216-004 28 2.997e-003-2.980e-002-4.363e-004-6.787e-006-1.35le-005 1.001e-003 29 0.000e+000 -1.180e-010 0.000e+000 0.000e+000 0.000e+000 -7.809e-010 30 2.945e-003-3.392e-003-4.132e-004-3.980e-005-2.76le-005- 1.06le-003 31 2.900e-003-3.32le-003-4.132e-004-8.535e-00671.552e-006 8.513e-004 32 2.927e-003-3.33le-003-4.133e-004 1.015e-005 1.701e-005 1.057e-003 Load Combination 24: ACI -2005 Eq9-6b Page 16 Node Dx Dy Dz Dox -Day Doz -------------------------------- ------------ ------------ ------------ ------------ 1 0.000e+000-1.22le-010 0.000e+000 0.000e+000 0.000e+000 7.280e-010 2 3.19le-003-3.477e-003-3.390e-004-1.897e-005 1.025e -005 -1.011e-003 3 3,.209e -003 -3.441e -003 -3.390e -004 -7.056e-006 1.147e -006 -9.783e-004 4 3.204e-003-3.434e-003-3.39le-004.-4.748e-007-3.040e-006 •'-1.011e-003 5 3.174e -003' -2.888e -002 -3.664e -004 -7.735e-006 6.058e -006 -9.849e-004 6 3.188e -003 -2.886e -002 -3.664e -004 -7.067e-006 1.020e-006 9.943e-004 7 3.187e -003 -2.884e -002 -3.664e -004 -6.733e-006 1.016e -006 =9.854e-004 8 3.156e -003 -5.235e-002 3.906e -004 -6.085e-006 5.109e-006 8.37le-004 9 3.166e-003-5.233e-002-3'.906e-004-6.44Ae-006 8.877e-007 8.347e-004 10 3.167e -003 -5.232e -002 -3.906e -004 -6.617e-006 5.226e-007-8.37le-004 11 3.135e-003 7.013e -002 -4.111e -004 -6.090e-006 4.948e -006 -5.518e-004 12 3.145e -003 -7.011e -002 -4.111e -004 -6.174e-006 7.306e -007 -5.524e-004 13 3.146e-003-7.010e-002-4.111e-004-6.21le-006 5.163e-007 '-5.519e-004 14 3.113e -003 -7'.971e -002 -4.273e --004 -5:830e-006 5.662e-006 .-1.960e-004 15 3.125e -003 -7.970e -002 -4:273e -004 -5.994e-006 5.484e -007 -1.960e-004 ].6 3.124e-003 7.968e -002 -4.273e -004 -6.072e-006 2.059e -007 -1.960e-004 17 3.088e -003 -7.985e -002 -4.385e -004 -5.868e-006 7.437e-006 1.849e-004` 18 3..104e -003 -7.983e -002 -4.385e -004 -5.978e-006 3.380e-007 . 1.852e-004 19 3.10le-003-7.982e-002-4.385e-004 6.026e -006 -3.032e-007 1.849e-004 20 3.06le-003-7.054e-002-4.44le-004-5.83le-006 1.070e-005 5.427e-004 21 3.083e-003-7.052e-002-4.44le-004-6.08le-006 1.004e-007 5.416e-004 22 3.075e-003-7.05le-002-4.44le-004-6.209e-006-1.524e-006 5.429e-004 23 3:030e -003 -5.303e -002 -4.433e -004 -6.680e-006 1.608e-005 8.196e -0.V 0 24 3.063e -003 -5.302e -002 -4.433e-004 -6.4156-006, -1.586e-007 8.243e-OP4 • 0 25 3.043e -003 -5.300e-002 . -4.434e-004 6.249e -006 -2.415e-006 '8.192e-004•• • 26 2.992e -003 -2.983e-002 •-4.364e-004 •-6.27le-006 .2.784e-005 9.994e-0(14••••• 27 3.044e -003 -2.982e -002 -4.364e -004 -6.562e -006 -3.649e-007 9.821e-0W••i•• 28 2.997e-003-2.980e-002-4.363e-004-6.787e-006-1.35le-005 1.00le-003•••• 29 0.000e+000 -1.180e-010 0.000e+000 0.000e+000 0.000e+000 -7.809e-0180 0 30 .2.945e -003 -3.392e -003 -4:132e -004 -3.980e-005 2.76le-005 1.06le-003•000 31 2.900e-003-3.32le-003-4.132e-004-8.535e-006-1.552e-006 8.513e -O" 0000 32 2.927e -003 =3.331e -003 -4.133e-004 1.015e-005 1.701e-005 1.057e-006* •• • 000 • Load Combination 25: ACI -2005 Eq9-7a 0 • • • Node Dx Dy Dz Dox Doy Doz • ---�---------------------------------------------------------------------------•- • 1 0.000e+000-1.22le-010• 0.000e+000 0.000e+000 0.000e+000 7.280e-01.099• i 2.3 -191e -003 -3.477e=003 -3.390e -004 -1.897e-005 1.025e-005-1.Olie-003' 3 3.209e-003-3.44le-003-3.390e-004-7.056e-006 1.147e-006 '-9.783e-004 4 3.204e-003 3.434e -003 -3.391e -004 -4.748e-007 -3.0406-006 1.011e-003 5 3.174e -003 -2.888e -002 -3.664e -004 -7.735e-006 6.0586-006 -9.849e-004 6 3.188e -003 -2.886e -002 -3.664e -004 -7.067e-006 1.020e -006 -9:•943e-004 7 3.187e -003 -2.884e -002 -3.664e -004 -6.733e-006 1.016e -006 -9.854e-004: 8 3.156e -003 -5.235e-002 '-3.906e-004-6.085e-006 5.109e -006 -8.371e-004 9 3.166e -003 -5.233e -002 -3.906e -004 -6.444e-006 8.877e -007 -8.347e-004 10 3.].67e -003 -5.232e -002 -3.906e -004 -6.617e-006 5.226e-007-8.37le-004 11 3.135e-003-7.013e-002-4:11le-004.-6.090e-006 4.948e-006 .-5.518e-004 12 3.145e -003 -7.011e -002 -4:111e -004 -6.174e-006 7.306e -007 -5.524e-004 13 3.146e-003-7.010e-002-4.111e=004-6.21le-006 5.163e -007 -5.519e-004 14 3.113e-003-7.97le-002-4.273e-004-5.830e-006 5.662e -006• -1.960e-004 15 3.125e -003 -7.970e=002 -4.273e -004 -5.994e-006 5.484e -007 -1.960e-004 16 3.124e -003 -7.968e -002 -4.273e -004 -6.072e-006 2.059e -007 -1.960e-004- 17 3.088e -003 -7.985e -002 -4.385e -004 -5.868e-006 7.437e-006 1.849e=004 18 3.104e -003 -7.983e -002 -4.385e -004 -5.978e-006 3.380e-007 1.852e-004 19 3.10le-003-7.982e-002-4.385e-004-6.026e-006-3.032e-007 1.849e-004 20 3.06le-003-7.054e-002-4.44le-004-5.83le-006 1.070e-005 5.427e-004 21 3.083e-003-7.052e-002-4.44le-004-6.08le-006 1.004e-007 5.416e-004 22 3.075e-003-7.051e-002-4.44le-004-6.209e-006-1.524e-006 '5.429e-004 23 3.030e -003 -5.303e -002 -4.433e -004 -6.680e-006 1.608e-005 8.196e-004 24 3.063e -003 -5.302e-002 -4.4336-004-6.415e-006-1.586e-007 8.243e-'004 25 .3.043e -003 -5.300e -002 -4.434e -004 -6.249e -006 -2.415e-006 8.192e-004 26 2.992e7003-2.983e-002-4.364e-004-6.27le-006 2.784e-005 9.994e-004 27 3.044e -003 -2.982e -002 -4.364e -004 -6.562e -006 -3.649e-007 9.82le-004 0000•• • 0000•• • •000.0 • 0000 • 0000 11/6/2014 0000•• • • 0000•• •0000• ••0.0 0000• 0000•• 0 • • •000.0 • • • 0000• • 0.000. 0000.. 6 6.66.• 0000.. 0000.. 0000.. ..000. 0000 0000.. 0000. . 0000 0000.. .. . .. .. 0000.. 6.0606 . . . . 0000.. 0000.. 0000 .. VersaFrame (Build 608.0) by Digital Canal Corp. Page 17 28 2.997e-003 -2.980e-002 -4.363e-004 -6.787e-006 -1.35le-005 1.00le-003 ` 29 0.000e+000 -1.180e-010 0.000e+000 0.000e+000 0.000e+000 -7.809e-010 30 2.945e-003 -3.392e-003 -4.132e-004 -3.980e-005 -2.76le-005 1.06le-003 31 2.900e-003 -3.32le-003 -4.132e-004 -8.535e-006 -1.552e-006 8.513e-00'4 32 2.927e-003 -3.33le-003 -4.133e-004 1.015e-005 1.70le-005 1.057e-003 Load Combination 26: ACI-2005_Eg9-7b Node -- ----------------- Dx Dy ------------------------ Dz Dox ------------------------ Doy Doz --- -------- I 1 O.000e+000 -1.22le-010 0.000e+000 0.000e+000 0.000e+000 ' 7'.260e=010 2 3.19le-003 -3.477e-003. -3.390e-004 -1.897e-005 1.025e-005 -l.011e-003 3 3.209e -003 -3.441e-003 -3.3906-004 -7.056e-006 .1.147e -006 -9.763e-004 4 3.204e-003 -3.434e-003 -3.39le-004 -4.748e-007 -3.040e-006 -l.011e7003 5 3.174e -003 -2.888e -002 -3.664e -004 -7.735e-006 6.058e -006 -9.849e-004 6 3.188e -003 -2,.886e -002 -3.664e -004 -7'.'067e-006 1.020e -006 -9..943e-004 7 3.187e -003 -2.884e -002 -3.664e -004 -6.733e-006 1.016e -006 -9.854e-004 8 3.156e -003 -5.235e -002 -3.906e -004 -6.085e-006 5.1096-006 78.37le-004 9 3..166e -003 -5.233e -002 -3.906e -004 -6.444e-006 8.877e -007 -8.347e-004 10 3.167e -003 -5.232e -002 -3.906e -004 -6.617e-006 5.226e-007 -8.37le-004 11 3.135e-003 -7.013e-002 -4.1lle-004 -6.090e-006 4.948e -006 -5.518e-004 12. 3.145e-003 -7.011e-002 -4.11le-004 -6.174e-006 7.306e -007 =5.524e-004 13 3.146e-003 -7.010e-002 -4.11le-004 -6.21le-006 5.163e -007 -5.519e-004 14 3.113e-003 -7.97le-002 -4.273e-004 -5.830e-006 5.662e-QO6 -1.960e-004 15 3.125e -003 -7.970e -002 -4.273e -004 -5.994e-006 5.484e -007 -1.960e-004 16 3.L24e-003 -7.968e-002 -4.273e-004 -6.072e-006 2.059e -007 -1.960e-004 17 3.088e -003 -7•.985e -002 -4.385e -004 -5.668e-006 7.437e-006 1.849e-004 18 3.104e -003 -7.983e -002 -4.385e -004 -5.978e-006 3.380e-007 '1.852e-004 19 3.10le-003 -7.982e-002 -4.385e-004 -6.026e-006 -3.032e-007 1.849e-004 20 3.06le-003 -7.054e-002 -4.44le-004 -5.831e-006 1.070e-005 5.4276-004 21 3.083e-003 -7.052e-002 -4.44le-004 -6.08le-006 1.004e-007 5.416e-004 .22 3.075e-003 -7.05le-002 -4.44le-004 -6.209e-006. -1.524.6-006 5.429e-004 - 23 3.030e -003 -5.303e -002 -4.433e -004 -6.680e-006 1.608e-005 8.196e-004 24 3.063e -003 -5.302e -002 -4.433e -004 -6.415e -006 -1.586e-007 8.243e-004 25 3.043e -003 -5.300e -002 -4.434e -004 -6.249e -006 72.415e-006 8.192e-004 26 2.992e-003 -2.983e-002 -4.364e-004 -6.27le-006 2.784e-005 9.994e-004 • • 27 3.044e -003 -2.982e -002 -4.364e -004 -6.562e -006 -3.649e-007 9.,8'21e-004. �••••• 28 2.997e-003 -2.980e-002 -4.363e-004 -6.787e-006 -1.35le-005 • 1.001e-003 • • •••0•• • 29 0.000e+000 =1.180e-010 0.0006+000 0.000e+000 0.0006+000 -7.809e-01000 • :090i. 's 30 2.945e-003 -3.392e-003 -4.132e-004 -3.980e-005 -2.76le-005 1.06le-O " 000 • 0 0900•• 31 2.900e-003 -3.3216-003 -4.1326-004 -8.5356-006 -1.5526-006 8.5136-044+ si0. 0 0 0 32 2.927e-003 -3.33le-003 -4.133e-004 1.015e-005 1.70le-005 1.057e-003 •0000• • 6 •0•••0 ' 's•.• • - *sobs ' 006000 •• • sees* • • • • • Support Reactions •• '6 • '• '•'•0 b..s.• s . Units: Force Reactions Rx, Ry, Rz [kip]; Moment Reactions Rox, Roy, Roz,[kip-ft] • 0 0 00000 • • • . • Load Combination 1: Default 0600 0 0000 000000 Node -------- ------------ Rx Ry ------------ ------------ Rz Rox ------------ ------------ Roy Roz ------------ 00:0 1 2.766 14.318 -0.000 0.012 -0.002 -7.107 ' 29 -2.766 13.834 0.000 0.015 0.003 7.621 .Load Combination 2: ACI-2005_Eg9-1 Node Rx Ry Rz Rox Roy Roz -------- 1 ------------ 3.874 ------------ -----------= 20.045 -0.000 ------------------------ 0.018 -0.003 ------------ -9.966 29 •-3.874 19.368 0.000 0.022 0.004 10•.690 Load Combination 3: ACI -2005 Eq9-2a ' ' Node Rx Ry Rz Rox Roy Roz -------- 1 ------------ 3.321 ------------•=----------- 17.181 -0.006 ----------------------- 0.015 -0:003 ---- -8.540 29 -3.321 16.601 0.000 0.019 0.003 9.160 Load Combination 4: ACI-2005_Eg9-2b Node Rx Ry Rz Rox Roy. Roz -------- 1 ------------ 3.321 ------------------------ 17.181 -0.000 ------------ ------------ 0.015 -0.003 ------------ -8.540 29 -3.321 16.601 0.000 0.019 0.003 9.160 Load Combination 5: ACI-2005_Eg9=2c Node Rx Ry Rz Rox Roy Roz ------------ 11/6/2014 0.000. 0000.. 0000.. 0000.. . 0000.. 0000.. 0000.. 0000 0000.. . 9 0000. ...• 00000 . .. 69..66 0000.. .. . .. .. 0000.. 696004 . 0000.. 6 . . 0000..oe 6 . 9006 . 66 VersaFrame (Build 608.0) by Digital Canal Corp. Page 18 1 3.321 17. 18 1 -0.000 0.015 -0.003 -8.540 29 -3.321 16.601 0.000 0.019 0.003 9.160 Load Combination 6: ACI-2005_Eg9-3a 0000•• Node Rx Ry -------- ------------ ------------ ------------ Rz ------------ Rox ------------ Roy Roz I ------------ 1 3.321 17.181 -0.000 0.015 -0.003 -8.540 29 -3.321 16.601 0.000 0.019, 0.003 9.160 Load Combination 7: ACI-2005_Eg9-3b • • • • Node Rx Ry Rz Rox Roy Roz -------- ------------ ------------------------ 1 3.321 17.181 ------------ -0.000 ------------ 0.015 -0.003 ------------ -8.540 29 -3.321 16.601 0.000 0.019 0.003 9.160 Load Combination 8: ACI-2005_Eg9-3c Node Rx 'Ry Rz Rox Roy Roz -------------------------------------------- 1 3.321 17.181 ------------ -0.000 ------------ 0.015 70.003 ------------ -8.540 29 -3.321 16.601 0.000 0.019 0.003 9.160 Load Combination 9: ACI-2005_Eg9-3d Node Rx Ry Rz Rox Roy Roz -------------------------------------------- 1 3.321 17.181 ------------ -0.000 ------------ 0.015 -0.003 ------------ -8.540 29 -3.321 16.601 0.000 0.019 0.003 9.160 Load Combination 10: ACI-2005_Eg9-3e Node Rx Ry Rz Rox Roy Roz 1 3.321 17.181 -0.000 0.015 -0.003 -8.540 29 -3.321 16.601 0.000 0.019 0.003 9.160 Load Combination 11: ACI-2005_Eg9-3f Node Rx Ry Rz Rox Roy Roz -------------------------------------------- 1 3.321 17.181 ----------- -0.000 ------------ 0.015 -0.003 ------------ • • -8.5:0 • 29 -3.321 16.601. 0.000 0.019 0.003 9.1650 0 . 0000•• Load Combination 12: ACI-2005_Eg9-3g Node Rx Ry Rz Rox Roy •••:•• Roz i•0• -------- ------------------------ ------------ ------------ ------------ ----------1- • 1 3.321 17.181- -0.000 .0.015 -0.003 -8.54908 0 29 -3.321 16.601' 0.000 0.019. 0.003 9.164•go o Load Combination 13: ACI-2005_Eg9=3h •• •• Node Rx . Ry Rz Rox Roy R:i • • • } 1 3.321 17.181 -0.000 0.015 -0.003 -8.540 • 29 -3.321 16.601 0.000 0.019 0.003 9.168 0 • 0 Load Combination.14: ACI-2005_Eg9-3i Node Rx Ry Rz Rox Roy Roz -------- ------------ ------------ ------------ 1 3.321 17.181 -------- -0.000 0.015 -0.003 -8.540 29 -3.321 16.601 0.000 0;019 0.003 9.160 Load Combination 15: ACI-2005_Eg9-4a Node Rx Ry Rz Rox Roy Roz -------------------------------------------- 1 3.321 17.181 ------------ -0.000 ------------ 0.015 -0.003 ------------- -8.540 29 -3.321 16.60i 0.000 0.019 0.003 9.160 Load Combination 16: ACI -2005 Eq9-4b Node Rx Ry Rz ------------ Rox ------------ Roy Roz ------------ -------- ------------ ------------ ------------ 1 3.321 17.181 -0.000 0.015 -0.003 -8.540 29 -3.321 16.601 0.000 0.019 0.003 9.160 Load Combination 17: ACI-2005_Eg9-4c Node Rx Ry Rz Rox Roy Roz -------------------------------------------- 1 3.321 17.181 ------------ -0.000 ------------ 0.015• -0.003 ------------ -8.540 29 -3.321 16.601 0.000 0.019 0.003 9.160 Load Combination 18: ACI -2005 Eq9-4d • 0000•• • 0000•• • 0000•• • • 0000•• 0000•• 0000•• - • 0000• •• • 00.00 • • • • 00 000000 • • • • • • •0•••0 •0000• 0000•• 0000 • • • 0000 11/6/2014 0.000. 0000.. 0000.. 0000.. . 0000.. 0000.. 0000.. 0000 0000. . 0000 0000.. . . 0000.. 00 0000.. 0000.. . . 0000 .. I VersaFrame (Build 608.0) by Digital Canal Corp. Page 19 Node Rx Ry Rz Rox Roy Roz -------------------------------------------- 1 3.321 17.181 ------------ -0.000 ------------ 0.015 -0.003 ------------ -8.540 29 -3.321 16.601 0.000 0.019 0.003 •9.160 Member Node Fx(Axial) Fy (Major) Fz (Minor) Mx ------------ Load Combination 1.9: ACI-2005-Eq9-4e My (Minor) ------------ Mz (Major) ---------------- 1 ------------ 3 Node Rx Ry Rz Rox Roy Roz -------- ------------ ------------ ------------ 1 3.321 17.181 ------------ =0.000 ------------ 0.015 -0.003 ------------ _ -8..540 29 -3.321 16.601 0.000 0.019 0.003 9.160 Load Combination 20: ACI-2005_Eg9-4f -13.060 2.766 -0.000 -0.003 Node Rx Ry Rz Rox Roy Roz; -------------------- ------------ ------------ 1 3.321 17.181 ------------ -0.000 ------------ 0.015 -0.003 ------------ -8.540 29 -3.321 16.601 0.000 0.019 0.003 9.160 Load Combination 21: ACI-2005_Eg9-5a -0.013 15.025 1 Node Rx Ry -------- ------------ Rz ------------ Rox ------------ Roy Roz ------------ ------------------------ 1 3.321 17.181 -0.000 0.015 -0.003 -8.540 29 -3.321 16.601 0.000 0.019 0.003 9.160 Load Combination 22: ACI-2005_Eg9-5b -0.064 0'.053 0.001 -0.000 Node Rx Ry -------- Rz ------------ Rox ------------ Roy Roz ------------ ------------------------------------ 1 3.321 17.181 -0.000 0.015 -0.003 -8.540 29 -3.321 16.601 0.000 0.019 0.003 9.160 Load Combination 23: ACI-2005_Eg9-6a Node Rx Ry Rz. ------------ Rox ------------ Roy Roz ------------ -------------------------------------------- 1 2.490 12.886 -0.000 0.011 -0.002 -6.403 29 -2.490 12.450 0.000 0:014 0.003 6.868 Load Combination 24: ACI-2005_Eg9-6b Rx Ry Rz ••i ---------------------Node ------------ ------------ ------------Rox ------------ ----------- •••40. 1 2.490 12.886 -0.000 0.011 -0.002 -6.403 •••• 29 -2.490 12.450 0.000 0.014 0.003 6.89�'•i•• Load Combination 25: ACI -2005 Eq9-7a sees • • Node. Rx Ry Rz Rox Roy Rots" -------------------------------------------- ----------- ------------ ---------- s•�*so 1 .2.490 12.886 -0.000 0.011 -0.002 -6.494 66 29 -2.490 12.450 0.000 0.014 0.003 6.868 sees•• Load Combination 26: ACI-2005_Eg9-7b • • Node Rx Ry Rz Rox Roy Rtz • ------------ ----------l- • • -------------------------------------------- ------------ • 1 2.490 12:886 -0.000 0.011 -0.002 -6.403 29 -2.490 12.450 0.000 0.014 0.003 6.868 Member End Forces and Moments ` Units: Force Fx, Fy, Fz [kip]; Moment Mx, My, Mz [kip -£t] Load Combination 1: Default Member Node Fx(Axial) Fy (Major) Fz (Minor) Mx ------------ (Torsion) ------------ My (Minor) ------------ Mz (Major) ---------------- 1 ------------ 3 -2.596 -=---------------------- 13.335 -0.001 -0.001 0.008 -14.997 .6 -2.596 10.388 -0.001 -0.001 0.006 10.044 2 31 -13.060 2.766 -0.000 -0.003 -0.015 -14.510 29 -13.834 2.766 -0.000 -0.003 -0.015 7.621 3 3 -13.545 -2.766 0.000 0.002 -0.013 15.025 1 -14.318 -2.766 0.000 0.002 -0.012 -7.107 4 4 -0.064 0.074 0.001 -0.000 -0.002 -0.014 7 -0.064 0'.053 0.001 -0.000 0.001 0.120 5 2• -0.107 0.135 -0.000 0.000 0.001 -0.014 sees•• 11/6/2014 • • sees•• sense* • • •+e•• s s •000.0 • • • ••0000 0 • 6609•• • 0 0.000. 00.0.0 • 0000.. .....i . 0000.. f •0.0. • •• •00.00 •0000• •• • •• •• • • VersaFrame (Build 608.0) by Digital Canal Corp. Page 20 0000•• • • • ••'•••• • 0000•• 0000• • 0000• 0000•• • • • 0000•• 0000•• 5 -0.107 0.099 -0.000 0.000 -0.000 0.233 6 32 -0.002 -0.210 0.255 0.089 -0.005 0.000 31 -0.002 -0.210 0.255 0.089 0.046 -0.042 7 31 0.000 0.356 -0..297 -0.090 0..059 -0.070 30 0.000 0.355 -0.297 •-0.090 -0.001 0.001 8 4 -0.001 -0.074 -0.064 -0.014 0.002 0.000 3 -0.001 -0.074 -0.064 -0.014 -0.011 -0.015 9 3 -0.000 0.136 0.107 0.014 -0.021 -0.027 2 -0.000 0.135 0.107 0:014 0.001 0.000 10 6 -2.573 9.918 0.000 0.031 0.007 10.041 , 9 -2.573 -6.971 0.000 0.031 0.007 27.867, 11 9 -2.559 7.215 0.000 0.013 0.008 27.868 12 -2.559 4.267 0.000 0.01.3 0.009 39.988 12 12 -2.545 4.319 0.000 0.009 0.010 39.988 15 -2.545 1.372 0.000 0.009 0.010 45.995 13 15 -2.527 1.480 0.000 0.001 0.011 45.995 18 -2.527 -1.467 0:000 0.001 0.011 46.008 14 18 -2.499 -1.398 -0.000 -0:005 0.013 46.009 21 -2.499 -4.345 -0.000 -0.005 0.013 39.947 15 21 -2.451 -4.173 -0.000 =0.016 0.014 39.947 24 -2.451 -7.121 -0.000 -0.016. 0.014 28.025 16 24 -2.359 -7.325 -0.003 -0.007 0.014 28.027 27 -2.359 -10.272 -0.003 -0.007 0.008 9.452 17 7 -0.073 0.207. 0.000 0.000 -0.000 0.121 i000 % 10 -0.073 0.187 0.000 0.000 0.000 ••4.538 • •• • • • 18 10 -0.077 0.105 0.000 0.000 -0.000537 •0.0.4• •0000• • 13 -0.077 0.084 0.000 0.000 0.000 ••0i01.737 0 19 13 -0.080_ 0.066 0.000 0.000 -0.000 •••*04.737 :•0.i• 16 -0.080 0. 045 0.000 0.060 0.000 00000.854 0 000060 00 0 20 16. -0.085 0.008 0.000 0.000 -0.000 0i .854 i .0 0 19 -0.085 -0.013 0.000 0.000 0.000 •• 0 0..850 00 000.00 • 21 19 -0.095 -0.036 0.001 -0.000 -0.001 • *.850 0 • '22 -0.095 -0.057 0.001 -0.000 0.001 • 00.752 V6040 22 22 -0.116 -0.117 0.001 '-0.000 -0.001 00 .752 • •00• 25 --0.116 -0.138 0.001 -0.000 0.001 0.482 •000 23 25 -0.167 -0.062 0.004 -0.000 -0.004 0.481 28 •--0.167 -0.083 0.004 -0.000 0.006 0.329 24 28 -0.255 -0.189 -0.002 0.000 -0.001• 0.332 32 -0.255 -0.210 -0.002 0.000 -0.005 -0.089 25 5 .-0.120 0.408 70.000 0.000 0.000 0.234 8 -0.120 0.372 -0.000 0.000 -0.000 1.058 26 8 -0.131 0.203 -0.000 -0.000 0.000 1.057 11 -0.131 0.167 -0.000 -0.000 -0.000 1.449 27 11 -0.142 0.127 -0.000 0.000 0.000' 1.449 14 -0.142 0.091 -0.000 0.000, -0.000 1.680 28 14 -0.155 0.014 -0.000 -0..000 0.000 1.680 17 -0.155 -0.022 -0.000 -0.000 -0.000 1.671 29 17 -0.173 -0.075 -0.001 0.000 0.001 1.671 20 -0.173 .-0.111 -0.001 0.000 -0.001 1.476 30 20 -0.199• -0.228- -0.001 -0.000 0.001 1..476 23 -0.199. -0.264 -0.001 -0.000 -0.001 0.957 0000•• • • • ••'•••• • 0000•• 0000• • 0000• 0000•• • • • 0000•• 0000•• 0.000. 0000.. •.••0 6 6..... . 0000.. 69.06. •. • . 6000 .0000• • 0000. . 0000 •66.. . ..9.6. 0000•• 0.600. 6 .0 .• 0 • . 0000 • .• • M IAM!•DADE MIAMI -DARE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 ShvM Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE {NOA)mv miamidade,galcconamv Mr. Glass Doors & Windows, Inc. 7440 NW 66* Street Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "MG5000" Aluminum Window Wall System - L.M.I. APPROVAL DOCUMENT: Drawing No. W11-39, titled "Series MG5000 Alum. Wind(w Wall System .� t , . 1.,�, ,a:s-- ,.• • _ by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-032$.06 and consists of this page 1 and evidence uses E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.3. j NOA No. 13-0107.03 MtM — a COUNTYM Expiration Date: April 03, 2018 Approval Date: March 14, 2013 Page 1 Mr. Glass Doors & Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer`s die drawings and sections. 2. Drawing No. W11-39, titled "Series MG5000 Alum Window Wall System (L.M.I.)" Sheets 1 through 12 of 12, dated 07/15/11, with revision A dated 03/05/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0328.06) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBG, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 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-5447, dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA # 08-1114.16) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2004 and FBC 2007, prepared by Al—Farooq Corporation, dated 09/02/08, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA#11-0720.09) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E.' MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. Manuel Pergz .E. Product Control 9xa ner NOA No.13cM7.03 Expiration Date: April 03, 2018 Approval Date: March 14, 2013 E-1 Mr. Glass Doors & Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated December 19, 2012, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 05, 2012, signed and sealed by Javad Ahmad, P.E. (Subrnitted under previous N'O?A#12-0328.06) G. OTHER 1. Notice of Acceptance No. 12-0328.06, issued to Mr. Glass Doors & Windows, Inc. for their Series "MG5000" Aluminum Window Wall System — L.M.I., approved on 06/07/12 and expiring on 04/03/13. ManuelPer Product Control r NOA No. I=. 3 Expiration Date: April 03, 2018 Approval Date: March 14, 2013 E-2 ANO SERIES MG6000 ALUM' THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER WADS TO THE STRUCTURE, ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DUALS. ANCHORS EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. INSTRUCTIONS: USE CHARTS AS FOLLOWS, PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI 297.1. STEP 1 DETERMINE OESIGN WIND LOAD REQUIREMENT BASED LAMINATED GLASS ON WIND VELOCITY. DLOG. HEaff, WIND ZONE "RODUCTRENCWBry USING APPLICABLE ASCE 7 STMIDARD, rftiplyingvAththe Lr0ft LARGE MISSILE IMPACT "DwInSEE CHARTS ON SHEET 2 FOR DESION LOAD AmeplgCode STEP 2 CAPACITY O, M� � � Expb lon No �o�o yyyy((((tttt''jjjj,�, ((((ffff Engr. Y Eap4alonDate���� CA9L Y:TODUCTRDYISBD STEP 3 CHECK NUIdION CAPACITY FOR A OMEN 9PACIN6 AND Dy na p.`w� Bc HEIGHT USING CHARTS ON SHEETS 3 TIIRU 7 Acwpfsnos O S THE CAPACITY SHOULD EXCEED THE DESIGN LOAD, DHom Dade Prdduet Cant ' /1 STEP 4 USING CHARTS SHEETS B 7 SELECT RICIN WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED n„ I IN STEP O ASM. j STEpTHE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY 10 ENTIRE SaTEM. drawing no. W11 -39I DA -0. VRDIH I D.1.0. WIDTH ��u , .1. Pi, H Z 3 ALTERNATE BUTTON BUMPER ® a m 1N LIEU OF VINYL SPACER® CORNING 982 Dsucow OW CO DOW DOW COi8gN0 798 DOW COHNINO 798 /a" HEAT STREND 9U� 1/4" HIM STRON'D MUSS GUTAt3TE WVB SEMRYMUS YER ASO' YER 8Y 'DUPONT' By 'DMpow 1/4" HEAT STREN'D CUSS 1/4" HEAT STREN'0 OUSS " g� t ,M 8 GLASS TYPE 'A' GLASS TYPE. -B' GLAZING OPTIONS >3 4tODUCTRFXCWW es cbmP178g vlth the Ftomb ;IeWieglbtt o Ae „ NOTE: GLASS CAPACITIES ON THIS SHEET ARE GLASS ��� edePruel BASED ON ASTM E1300-04 (3 SEC. GUSTS). Znr. MAD MOD PROMW"VINIDY SAN nlularotaBhihattlOtiQg O ITA hE. 9a b A+teo $013 ti dro+�ulg no. W19 -39 oT 1 tSLA99 LOAD CAPACITY -PSP PIOMtNAL DIMS. GLASS TYPE 'A' OI.A88 TYPE 'B' D.LO. W10iF1 D.LO. I#(9}II E1IT.(#)/INT.(-) 8%i.(+)/W1.(^) aa° eoo 130.0 32° �A 130.0 3s" e9.o t3o.o 4O' �_t/2" 80.0 iJ0.0 as -,/a• 60A 130.0 Bo.O ,J0.0 sz° e9A 130.0 ^ BOA 1JOA 28° 80.0 130A 32" 80.0 1JOA 38° BOA iJ0.0 40" 90-IJ2" BOA 130A 44-1/4" 80.0 iJ9.0 48• 80.0 130.0 82° 80.0 130A aa° no lsao 32• 80.0 790A J8° 80.0 f3a0 a0• B8 -t/2" �.0 130.0 44»i/4" BDA 130A 48" 8MA 136.0 az° no 1z7a 28• BOA 1J0.0 32° B0.0 130A �• 102-i/2" 89.0 130.0 40" 80.0 130.0 44»i/4" ,IaO 130A 4a° BOA ,28.9 za• no d 32• JS" 40° 44-1/4" 108-t/2' ,J9A 80.0 130.0 80.0 f30A I�.O 130.0 89A 130A 28° s2• 38° 40° ti4-1/2" 80A 130.0 ea.o 139.6 8a0 130A 80.0 130.0 d 1 p bb��s.Abb:e Seo big b��+i Sob�oo+�bb$bob bbb ob bbb i' 6 $ a C E eo JIF g a 5 >T lip � a M a� N } �b a. r a hFAi(E FfEldli R MME HOW • a dutc-tS-n flss �a O A 0.105 NO ar sr co ° $ a JIF g 5 a a N } hFAi(E FfEldli R MME HOW SfRIES fd m im Id6m FALL SY51EY LW ) JAtL-4FFARooQ CQRPORATION a & W MM`'`E°"a`°`°P"'g"'f AVS74-00 N.W. 66 STREET ASS174 DAIAMI. FL. 33166 ".WO FAx as TEL (305) 470-=4 FAX (300 470-8= STOREWl-394 I1 ss euro mm wmw au SON (UM) A-FGC MDORA7oa $ C S0 DOMWpAsoff .V f 7440 N.W. 66 STREET :PAODUCT MUWlkFARTDA33l74 ` MIAMI, FL 33166 m� rnx (s�as.aas7s • TEL (3M) 470-8284 FA% (30S) 470-$288 E 0 •N � two ''ii��ppyyyfjjj :>s. R 9 P a Q§, o S 77p9¢mfl� 3VO � 7 RZ nn r g 6 07-13 11 m0 wom ND ltlr. rued C4 , I1 ss euro mm wmw au SON (UM) A-FGC MDORA7oa $ «� S0 DOMWpAsoff .V f 7440 N.W. 66 STREET :PAODUCT MUWlkFARTDA33l74 ` MIAMI, FL 33166 m� rnx (s�as.aas7s TEL (3M) 470-8284 FA% (30S) 470-$288 W71-3$Id MR. SEX SEPARA 45 1/2' MAX. DOOR MULWON Lm CAPACITY -PSP 81181412 WIDTH INNER MmMULL H2IOITT INCHES JAMB 'JDA' Jail 1401' Jail'1Dt' JAMB '108' JAMB '4001 'MDI' MULL 'MD0' MULL 'MDS' MULL 'MO4 10, 4 EXT. (+ W. t+ W, +) W. �; INT. (-; INT. t- INT. (� 32 38 42 48 04 80 80`1/2 taxa 12010 1 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.4 120.0 120.0 12DA 32 38 42 48 84 98-1/2 108.5 110.0 120.0 120.0 1042 120.0 120.0 120A 97.2 120.0 120.0 120.0 01.1 1204 120.0 120.0 817 120.0 116,9 12MO 32 38 42 48 Ito -1/a 77.8 120.0 118.4 120.0 73.8 114.4 112.7 120.0 BB.B 1017 100.1 1a0A 04 100.0 $8.5 117.7 45 1/2' MAX. 43 J 0 8111=8 WIDTH INt31� MMB HEIGHT m Dwt. -oeA eed " (+) W. + ILLILL 32 38 42 48 04 W-1/2 90.0 900 Bob 90.0 Sao 80.0 9" .�• 9 / IIgg \ A � � 80.0 98.7 BOA EGA 43 J f I DOOR YODTH 8111=8 WIDTH INt31� MMB HEIGHT m Dwt. -oeA eed " (+) W. + ILLILL 32 38 42 48 04 W-1/2 90.0 900 Bob 90.0 Sao 80.0 9" .�• 9 / IIgg \ A � � 80.0 98.7 BOA EGA 90.0 32 38 42 48 110-1/273.0 77.8 90.0 90.0 90.0 BOA 904 BOA 98.9 BDA 80.0 90.0 64J5 80.0 BOA BOA 32 38 42 48 114 70.8 BOA BOA 90.0 97.2 90.0 900 900 82.7 solo 90.0 Bao 1 88.7 900 80.0 91DElRE WIDTH 88 3/4" MO. 120 f I 1 I` ir•^ I` \ i h ±. MR, Gum 48 SEE BEPARATEo� DOOR MUWJON TAAD CAPACITY -PVF 8111=8 WIDTH INt31� MMB HEIGHT m Dwt. JAMB I" JAMB 'JDI' JAMB 'JD1' JAMB 'JD8' JAMB 'JDs' MULL 'MDI' MULL 'MDS' MULL 'MD8MULL 'MD4 " (+) W. + ILLILL 32 38 42 48 04 W-1/2 90.0 900 Bob 90.0 Sao 80.0 9" 90.0 90.0 00.0 GOA "A 90.0 BOA 90.0 80.0 98.7 BOA EGA 90.0 32 38 42 48 110-1/273.0 77.8 90.0 90.0 90.0 BOA 904 BOA 98.9 BDA 80.0 90.0 64J5 80.0 BOA BOA 32 38 42 48 114 70.8 BOA BOA 90.0 97.2 90.0 900 900 82.7 solo 90.0 Bao 1 88.7 900 80.0 EGA 32 38 42 48 120 80.8 80.0 "A EGA 87.13 BDA GOA 900 8344 BSA 88.1 910 80.4 78.1 03.8 900 1 I` ir•^ I` \ i h ±. MR, Gum 48 SEE BEPARATEo� 43 DOOR-WINDOWALL TRANSITION MULLION rf no no. N11-39 OR 4o®e 43 DOOR-WINDOWALL TRANSITION MULLION rf no no. N11-39 -- INTERMEDIATE HORIZONTALS OPDONAL ALL FIM UK$ i ANCHOR LOADCAPACITY - PSR ExQ+, & INT.(-) ANCHORS 7YPS.9: SEE SHEET B FOR DESCRIPTION WSTH (W) . W1 + W2 NOMINAL DUN. ANCHORS TYPE 'A' Among TYPR 'B' & 'D' ANCHORS TYPS 'C' WIDTH M MW HUM AB AS A4 BZ/D2 VS/D3 94/D4 C8 CO C4 30' 38' 42' 48" 84° 80" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 150.0 108.4 130.0 130.0 130.0 130A 130.0 130.0 130.0 130.0 03.0 130.0 t30.0 122.3 130A 130.0 130.0 130A 130.0 8t.3 122.0 13.00 107.0 130.0 130,0 t23.3 13MO 130.0 72.3 108.4 1304 ".1 130.0 130.0 109.8 130.0 130.0 88.1 97.8 130.0 80.8 128.4 130.0 98.7 130.0 130.0 30" 38' 42"7r88.8 84' 80° 120.1 130.0 130.0 130.0 130M 130.0 130.0 130.0 130,0 100.1 130.0 1302 130.0 130.0 130.0 1J0 130.0 130.0 128.7 130.0 1129 130.0 130.0 1311.0 130.0 130,048" 70.1 112.8 130.0 98.8 130.0 130.0 113.8 WAO 130.0 88.7 100.1 13010 974 130.0 130.0 101.2 13MO 130A 80.1 90.1 120.1 79.0 118.8 130.0 91.1 130.0 130.0 30' 58" 42°77.4 48' 1M" 80" 98-1/Y 109.3 130.0 130.0 130.0 1304 130.0 130.0 150.0 130.0 90.3 130.0 130.0 1189 130.0 130.0 130.0 130.0 130.0 118.1 130.0 1019 130.0 130.0 117.3 130.0 1304 8717 101.8 1340 99.1 130,0 130.0 102.7 1304 130.0 80.2 904 120.4 79.2 118.0 130.0 9t.3 13MO 130.0 84.2 81.2 10&3 710. 108.9 130.0 82.1 123.2 13" 30" 38" 42'80„ 48° 84" 80' 104.1 130.0 130.0 130.0 130A 130.0 130.0 130.0 130.0 88.8 130.0 130.0 114.1 130A 13o.0 130.0 130,0 130.0 74.4 111.0 130.0 879 130.0 130.0 112.8 13MO 130.0 80.1 97.8 130.0 88.8 128.4 130.0 9&1 130.0 130.0 879 88.8 118.7 78.1 114.1 130.0 87.7 130.0 130.0 82.1 7&t 104.1 88.3 1027 130.0 78.9 118.4 130.0 30" 38" 42' 48' 84" 90' 88, 979 130.0 130.0 128.4 130.0 130.0 130.0 1304 130.0 81.3 122.0 13010 107.0 130A 130.0 123.3 t3MO 130.0 98.7 104.8 130.0 91.7 130.0 130.0 108.7 130.0 130.0 81.0 919 122.0 80.3 120.4 130.0 92.8 130.0 130A 04.2 81.3 108.4 71.3 107.0 130.0 82.2 123.3 130.0 489 73.2 97.9 84.2 98.3 12&4 744 111.0 130.0 30' 38" 42" 48' 84' 98-1/2' 88.1 130.0 130.0 125,1 13&0 130.0 1304 130.0 130.0 79.3 flu 13010 104.3 130.0 130.0 120.2 130.0130.0 974 1019 130.0 89.4 130.0 130.0 103.0 13(7.0 1" 11&8 89.2 11&9 78.2 117.3 130.0 00.2 130.0 130.0 829 79.3 108.7 89.8 1044 130.0 80.1 120,2 130.0 30" 38" 42' 48' 84" 102' 91.0 130.0 130.0 120.8 130.0 130.0 130.0 1340 130.0 789 1149 130.0 198.7 130.0 130.0 118.1 130.0 130.0 889 98.4 130.0 88.3 1299 130.0 99$ 130.0 130.0 87.4 90.1 1149 75.8 113.3 130.0 87.1 130.0 130.0 81.0 78.9 102.1 87.1 100.7 130.0 n.4 1f&1 MO 30° 38" 42' 48' 1W 86.8 130.0 130.0 114.1 130.0 130.0 130.0 130.0 130.0 72.3 IM4 130.0 98.1 130A 130.0 100.8 130.0 130.0 82.0 03.0 123.9 81.8 122.3 130.0 944 130.0 I30A 84.2 81.3 108.4 71.3 107.0 130.0 82.2 123.3 130.0 30' 38' 42' 48" 110-1/2' 84A 127.2 130.0 111.8 130.0 130.0 12&8 130.0 130.0 70.7 108.0 130.0 932 1304 130.0 107.1 130.0 130A 809 00.8 121.1 7&7 119.5 130.0 91.8 130.0 130.0 F 83.0 794 108.0 89.7 104.8 130.0 80.4 120.8 130.0 30" 38' 42° 48" 114" 82.2 123.3 1304 109.1 130.0 130A 1244 130.0 130.0 $84 102.7 130.0 1 90.1 130.0 130.0 103.0 130.0 130.0 86.7 88.1 117.4 n.211&8 130.0 89.o 130.0 130.0 81.4 77.1 102.7 87.8 101.4 130.0 77.9 1189 130.0 30' 58° 42' 48" Imo, 78.1 117.1 130.0 102.7 130.0 130.0 118.4 130.0 13&0 88.1 97.8 Inc 88.8 128.4 130.0 08.7 130.0 130.0 889 85.7 111.8 73.4 110.1 130.0 84.8 1289 130.0 499 73.2 07.8 84.2 98.3 1 128.4 74A 111.0 150.0 -- INTERMEDIATE HORIZONTALS OPDONAL ALL FIM UK$ HOA I Wt 1T2 1 11 YADTH (W) . WI + W2 WIDTH (W) . WI + W2 2 2 !73- 1° 3" 4° S" 3° 4° 3e 4° r■ ■r rr■ wrr ..rr. ■rr -� rot MR. CLAS 0 \9 -DOOR & TRANSOM SEEARM SEPARATE -- \ p �qp0 WIDTH (W) . 0.1 + � AS. B2. C2 A9. B8, 119 0.4. B4, PA i w1 w7. ANCHORS 7YPS.9: SEE SHEET B FOR DESCRIPTION WSTH (W) . W1 + W2 A2 a 2 ANCHORS TYPE 'N AT EACH SIDE OF JAMB AND MULLION 2 B2 = (23 ANCHORS TYPE '8' AT EACH SIDE OF JAMB AND MULLION m 2 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION 'D' HOA I Wt 1T2 1 11 YADTH (W) . WI + W2 WIDTH (W) . WI + W2 2 2 !73- 1° 3" 4° S" 3° 4° 3e 4° r■ ■r rr■ wrr ..rr. ■rr -� rot MR. CLAS 0 \9 -DOOR & TRANSOM SEEARM SEPARATE -- \ p �qp0 WIDTH (W) . 0.1 + � AS. B2. C2 A9. B8, 119 0.4. B4, PA I { w1 w7. ANCHORS 7YPS.9: SEE SHEET B FOR DESCRIPTION WSTH (W) . W1 + W2 A2 a 2 ANCHORS TYPE 'N AT EACH SIDE OF JAMB AND MULLION 2 B2 = (23 ANCHORS TYPE '8' AT EACH SIDE OF JAMB AND MULLION m 2 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION 'D' .4t00DCTHmENlN aasomphfitgtrlZ4lho9to76 4uwInneudo D2 = 2 ANCHORS TYPE AT EACH SIDE OF JAMB AND MULLION No AS . (3 ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION (((3 Attrpiuueu E.pir48o Dale ' B3 = ANCHORS TYPE 'B AT EACH SIDE of JAMB AND MULLION CS . (3 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION ANCHORS B7r-,"WIJI 03 3 ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MULLION A769mf MiltProdusT"All A4 = (4) ANCHORS TYPE A' AT EACH SIDE OF JAMS AND MULLION B4 > 4 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION 'C' a VAp PRODUCT RHVium C4 a 4 ANCHORS TYPE AT EACH SIDE OF JAMB AND MULLION 'D' EACH OF JAMS AND MULLION qYB d 70892 Wkh"FW* DnB D4 a 4 ANCHORS TYPE AT SIDE Cd1 ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. ''3s9A38 NOTE: 1 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. 1 drawing no. N1 1-39 DOOR-WINDOWALL TRANSITION MULLION MR. Muss DOOR & 7RANSOM SEE SEPARATE NCA DOOR UU1,11011 LOAD CAPACITY -POP 9IDBLrm ' SES FRAME JAMB 'JD8' JAMB 'JD1' JAMB 'JD1' JAMB '03' JAMB in. MULL 'MDA' MOLL 'MDs' MOLL US, MULL '((M*M T. +. +} IV^ININT(WNI I 7 30 36 42 48 84 60 98 00,0 904 90.o 90,0 9010 9010 90.0 90.0 90.0 9010 90.0 9010 90.0 90.0 90.O 90.0 8910 9010 9010 90.0 9110 90.0 90,0 9010 30 36 42 48 84 102 1 66.3 90.0 90.0 9010 00.9 90.0 90.0 90A 70.2 BOA 90.0 904 71.9 9010 9010 90.0 88,2 9010 9010 9010 30 36 42 48 106 1 89,8 90.0 99.0 9010 68,4 9910 90,0 90.0 81.7 90.0 9010 60.0 889 90.0 88.3 90.0 JD 36 42 48 114 87.2 88.7 00.0 4010 83.9 83.8 88.3 90.9 81.07910 80,7 90.0 49.3 7410 78,8 9010 30 38 42 49 120 4710 74.1 79.7 9010 48.1 69.9 74.4 89.0 42.788.2 70.8 84.2 40.1 82.8 87.0 90.1 DOOR-WINDOWALL TRANSITION MULLION MR. Muss DOOR & 7RANSOM SEE SEPARATE NCA aCc NnArt1 WVR 1WVIt1 aCaa� O ANCHOR LOAD CAPACITY ^ POP NOMINAL DH48. --O ANCHORS gNCHORB TYPB 'B' & 'D' TYPB 'M' WIDTH (W) OR OR oil B9/D8 E � \ 79.8 90.0 I 90.0 78.8 80.0 Sao Q p 90.0 6a4 9010 "0 9010 88.4 SBA 0&0 904 629 82,3 82.3 SOA 30 36 42 48 84 102 744 no 90.0 904 72.4 90.0 00.0 sob SIOEUTE vAOTH 68 3/4" MAX. 68.8 86.2 88.2 aCc NnArt1 WVR 1WVIt1 aCaa� O Ij Ij �L__ iL 3° 3"3° 3' Y A3. as, C9 A4 ANCHORS nMi SEE SHEET 8 FOR DESCRIPTION ASa ANCHORS TYPE 'A' AT EACH SIDE OF DOOR MULLION RS a 131 ANCHORS TYPE 'B' AT EACH SIDE OF DOOR MULLION C3 n ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION D3 = ANCHORS TYPE '0' AT EACH SIDE OF DOOR MULLJON A4 a (4) ANCHORS TYPE 'A' AT EACH SIDE OF DOOR MULLION AM OTHER ANCHORS TO BE SPACED AS PER ELEVATION. TRANSITION MULLION ANCHORS .... PAODUCr1WVISBD as aomplyOry��ggwtlhthoftHs 9 70.�g OaUd618u >HODUC'f N(NE CAA 3038 2 AocaPtmoONO 4 bmpwngwD41dek10f* H Dore 9aLOne Codo 4cupl"" No Hy� Olnallon Dale j8 M14n1 P A� AuaiaI, aPNdai4, LIAR 07 2014 Orovil" n0. W1 1 -39 ANCHOR LOAD CAPACITY ^ POP NOMINAL DH48. ANCHORS TYPE 'A' I ANCHORS gNCHORB TYPB 'B' & 'D' TYPB 'M' WIDTH (W) MW OW A9 I A4 I B9/D8 CM 30 36 42 48 34 60 e8 79.8 90.0 9010 90.0 78.8 80.0 Sao 9010 719 904 90.0 90.0 6a4 9010 "0 9010 88.4 SBA 0&0 904 629 82,3 82.3 SOA 30 36 42 48 84 102 744 no 90.0 904 72.4 90.0 00.0 sob 689 90.0 9010 9010 68.8 86.2 88.2 904 629 82.3 82.3 solo 30 36 42 48 too 7.3.5 90.0 "A solo 88.8 904 80.0 9010 "A 86.9 86.9 9010 82.9 82.7 82.7 8010 30 30 42 48 114 70.8 904 90.0 90.0 8714 88.1 OU 80.0 83.6 03A 83.8 90.0 60.4 7810 7910 lo 30 36 42 46 120 88.3 89.9 89.9 90.0 0410 8410 844 00.0 61.2 80.8 8a6 90.0 1 88.1 78.8 78,8 88.1 Ij Ij �L__ iL 3° 3"3° 3' Y A3. as, C9 A4 ANCHORS nMi SEE SHEET 8 FOR DESCRIPTION ASa ANCHORS TYPE 'A' AT EACH SIDE OF DOOR MULLION RS a 131 ANCHORS TYPE 'B' AT EACH SIDE OF DOOR MULLION C3 n ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION D3 = ANCHORS TYPE '0' AT EACH SIDE OF DOOR MULLJON A4 a (4) ANCHORS TYPE 'A' AT EACH SIDE OF DOOR MULLION AM OTHER ANCHORS TO BE SPACED AS PER ELEVATION. TRANSITION MULLION ANCHORS .... PAODUCr1WVISBD as aomplyOry��ggwtlhthoftHs 9 70.�g OaUd618u >HODUC'f N(NE CAA 3038 2 AocaPtmoONO 4 bmpwngwD41dek10f* H Dore 9aLOne Codo 4cupl"" No Hy� Olnallon Dale j8 M14n1 P A� AuaiaI, aPNdai4, LIAR 07 2014 Orovil" n0. W1 1 -39 E�� S SEE M. FOR SPAM0 1E PIECE ffiL Km GNa TYPICAL ANCHOR gt SEE 0". FOR SPACING (—iYPc� — — --- — — — — — - 'ELCQ • ]/4 .DIA ULTRACDN BY INTO 20Y WOOD BUCKS OR WOOD STRUCTURES WITH 1-3/8' MN, PENETRATION INTO WOOD ITHRU 1BY WOOD SUCKS INTO CONCRETE 1WTH 1-1/4- MIN. EMBED INTO CONCRETE DIRECTLY MTO CONCRETE t a� WITH 1-1/4- MIN, EMBED INTO CONf- BtiCHOR EDGE JI,SHIS„ INTO CONCRETE AND MASONRY = 2-1/2- MN. I INTO WOOD STRUCTURE_ 1- MIN. — — — — — TYPE •B, ..� n ,1(4" DIA mmKWIjLI`.ON n BY war ' INTO 28Y Woo BUCKS OR WOOD STRUCTURES WITH 1-1/2' MN. PENETRATION INTO WOOD HORS Mo -METAL ' THRU 1BY WOOD BUCKS INTO CONCRETE STRUCTURES WITH 1-1/4- MN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE 1 WITH 1-1/4- M. EMBED INTO CONC. ' AHDHOR EDGE OIaT_ ANGES INTO CONCRETE AND MASONRY - 3- MIN. 1 F• L INTO WOOD STRUCTURE -+ 11 MIN. — — — — — 8o — — — — — — — — -- rte. 'ELCO'. 5/18" INA Ln TRACON NY INTO 28Y WOOD BUCKS OR WOOD STRUCTURES wx WITH 1-1/2- MIN, PENETRATION INTO WOOD I THRU 1BY WOOD DICKS INTO CONCRETE WITH 1-1/4- AIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. ANCHOR EDGE INTO CONCRETE AND MASONRY - 3' M. UNTO W000 STRUCTURE_ 1" MIN. — — — — — A 14 OR SELF DRu I wo SCRE146 31/51 smS I INTO METAL STRUCTURES STEEL : 12 CA. MIN. (Fy - 38 KSI MN.) ALUMINUM : 1/8' THK. MIN. (8083-78 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 'IIODUCT RENEWN ` V ANCHOR EM DISTAN A ra enmpg1nR>tit1A 1Ae I+10141� nn b,Ao INTO METAL STRUCTURE - 1/2- MIN. — ncr;-apluneo No —• — — — J — — — — 4'i $vp{reU n Doio !8 �: By , R11 Drab it, n JAY PRODUCT RBWIStD SEALAiVT5: FUL P mm eBM wtththarlmWa ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF ° GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. Date WOOD BUCKS AND METAL STRUCTURES NOT BY MR. GLASS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. to F yhy�� a 8 � droving no. W 11--39 WOOD B=S\ i I 11/2 aNcxoRsQ 1/4• DIA BOLTS WITH NUTS AT V FROMENDS ALUM REW. AND 18-1/2' O.C. MAX. O SEE SHEETS 3 & 4 FOR CAPACITY STEL Raw. OE SEE SHEETS 3 & 4 Mo reaer•.nv IRODUCf RENEWED as cumplYlOgwNh the p1oeTOt 9ulding Code AeceplaneoNO Ex tralloaDate � P8 d4f�.1 e PRODUCT REVISHD as complying �ahhtha plarldu FIR PE � 70392 Building Coda CAN. 938 Attepta0ce No mt10n Date fy . BY ? MimnI prodootCon MAR 0 7 O n Q 1�gj gg� Q�d�lg 0.'Nip to M M P 1�61 ,! [it, drawing no. N 1 1-39 0 a a > .0 3 JAMB ANCHORS ANCHORED JAMBS OPTIONAL 00 NOT REQUIRE REINFORCING SEE ELEVATIONS FOR SPACING UNANCHORED JAMBS MAY REQUIRE REINFORCING SEE CHARTS GAP 1 //8" MAIL ALUM REM. 1/4• p' SEE SHEETS 3 & 4 6 FOR CAPACITY 0. 4 II II n II II 11 II 11 11 d u n � °e o n ii r--JL-- > Ll, OPG. FINISHES NOT BY MR. GLASS ILLUSTRATNE ONLY 1/4• DIA BOLTS WITH NUTS AT V FROMENDS ALUM REW. AND 18-1/2' O.C. MAX. O SEE SHEETS 3 & 4 FOR CAPACITY STEL Raw. OE SEE SHEETS 3 & 4 Mo reaer•.nv IRODUCf RENEWED as cumplYlOgwNh the p1oeTOt 9ulding Code AeceplaneoNO Ex tralloaDate � P8 d4f�.1 e PRODUCT REVISHD as complying �ahhtha plarldu FIR PE � 70392 Building Coda CAN. 938 Attepta0ce No mt10n Date fy . BY ? MimnI prodootCon MAR 0 7 O n Q 1�gj gg� Q�d�lg 0.'Nip to M M P 1�61 ,! [it, drawing no. N 1 1-39 I • 1/4• DIA BOLTS WITH NUTS AT V FROMENDS ALUM REW. AND 18-1/2' O.C. MAX. O SEE SHEETS 3 & 4 FOR CAPACITY STEL Raw. OE SEE SHEETS 3 & 4 Mo reaer•.nv IRODUCf RENEWED as cumplYlOgwNh the p1oeTOt 9ulding Code AeceplaneoNO Ex tralloaDate � P8 d4f�.1 e PRODUCT REVISHD as complying �ahhtha plarldu FIR PE � 70392 Building Coda CAN. 938 Attepta0ce No mt10n Date fy . BY ? MimnI prodootCon MAR 0 7 O n Q 1�gj gg� Q�d�lg 0.'Nip to M M P 1�61 ,! [it, drawing no. N 1 1-39 ® -------------i MLUA-DARE COMTY RPPROVED LARCE MIME O1PACI RESISTANT r----- ISO ' F a~ Ate. 9 DSP OTYPE ®„ 1AN6 � CTYPE �j SEE SHEETS 7 & 8 SEE SNEETS 7 & 8 1 O.L. OPO: wmww PAW. ----_- _---------a SEE SEPARATE NOA FOR DESIGN LOAD a m SH Ts :7 .- --"` © M FOR �S & 7 .�'' CAPACITY OF DOORS AND DOOR ANCHORS. �3 g LOWER VALUES FROM DOORS NOA £+ TJ i '� OR STOREFRONT SYSTEM CAPACITY CHARTS fffQQQ MJAI1-VADE COUNTY APPROVED 1 - MtA,g_CADE CpUW APPWIM WILL APPLY TO ENTIRE SYSTEM. < -- LARGE MBSSI.E IMPACT RESISTANT DOOR 1j LgRDE MMLE IMPACT RESISTANT DOOR 7 r --------------i ��-- "1 r-------------- -------------- -------------1-____-------- iI I -_------_---.'„1S a. lL__---------- '._ 1 L ----------- ---------- _--' to I J `mamaaaoa� r ;-i___________�L�^--- _________ _____ _____ _-;--i � � Romrarn�ro r- - ----LEAF WIDTH ' D.L. OPO. i � � LEAF WIDTH ' da cnnlP19in9 arNhthe FlGdh %_� NnldtngC I _FRA III STEEL. RECNF. OSEE SHEETS 8 & 7-- -----------' FOR CAPACITY ------ MIAMI..pggg MAPPROVED LAE MIME IMPACT fWSBANT OM STEEP. Raff. -_. G SEE SHEETS S & 7 FOR CAPACITY r i i MIAMI -DADS COUNTY APPROVED tMOE ABSSILE BPACT RESISTAM DOOR -------------- ------------- f ------------ I PLC . aolaplyinODUCT'RT3�/ffiND $ 8 1+OMaIt1ot0EA 8eSd81g � pUaU°rt �° TMy a Enol ,,....... � •� drawing no. W19-39 sheat 10 of T FRAME FRAME @"J OPEN BACK FRAME HEAD/SILL MULLION 1.788 oea •�— i 7 GLASS STOP ® DOOR MULLION 1.472 .253 4.534 124 = L 1TBN NOA PART mum QUA mff I DRSaR1PFLOtt NATRIM MAIC. I ES8006 AS REND. "LOW FRAME MO/9U. 0006-T5 SA mm AS REND. OPEN RACK WMME w"/Su 0003 -TB - 2 aim AS REDO. RJSERMEOM HORIZONTAL 8061-16 3 688001 AS REDO. FRAME .IM10/MUUM 8086-% - 3A AS REQO. DOOR MMUON 8006-15 - 4 mOOB AS REND. CLASS STOP 683-76 - 5 E88002 A9 REM MULUON SNAP-iN MATE 6006-141, - 8 ES6003 AS REND. WMR CLIP 8008-T5 - 7A9 RECD. INTERIOR etas QASKET vom 8 E88908 AS REND. s SIUCONE STOP VWL BA - AS REND. BORON WMPER SILICONE - 9 to - AS READ. SMNO SIM AT 1/4• POINTS NEOPRENE 3/I0• X 1/2° X a° LONG 11 #12 X 1-1/Y 4/ IOIM ASSEMBLY SCREWS PFIW STEEL - 12 AS REDO. MULIroN STIFFENER 8008 -Ta - 13 AS M. MuwoN REWORCINO CHANNEL STEEL 14 AS READ. MULLION REDO'ORCINS BAR STEEL 40, t W0 t88 920DUCTRRNstft g as cemptylnswith the Wi.thiy 9u1dtaa Cud. ol lo Acceptance lo ooEat>IraN. Da lo 188 DY 6 AT ml . P ttC.i1 4.600 4.000 FA" JAVAD AWAD PRODUCTRRVIsm FLA PE g 7088z 05-0-yltSwllhlh.Pt.dd. 6 OAN. Ss35 q NO10 " (� lo rallonDato 1$ 8 Bp Mlam ado drove nq no. 1W1 1 -39 13 STEEL REINFORCING 14 Lkh n 7 24I (shoot 11 of 12 36 KSI MIN. Dwss-cWA-MIS nr sam-oca No xva aazg oca (sw -m NP d � w wss. a(Swwll ODT&"wtsm-ca. 99(££ 'lj 'IF(tl1YY arm zt¢ w ° 4CCEE YGR(013'dYNIW 13 ws 99 'M'N 444E e ! _ �vts ans sEzs N swomm v sm000 ssm 'NM , v ztxano ON za ca - r g o p. moue focinoo too eva-m (Y'A'I *=To Pam mw OOOm am AV cl a 0 8.£ Ems}'/t-y, g p "r•� C 4 CZ Cl 63 AR AR \ .\L N r $� x 0 kftla n0 ! !J ! V M® • IAMM DEPARTMENT OF PERMITTING, AFFAIRS (PERA) BOARD AND CODE ADMINISTRA 1, NJl T.M. Windows, L.L.C. 601 N.W. le Ave. Pompano Beach, FL 33069 NOV 12 2014 IAMI-DADE COUNTY PRODU CONTROL SECTION ULA TO jr` ° 118 SW 26 Street, Room 208 iami, Florida 33175-2474 I I T (786) 315-2590 F (786) 315-2599 7 .miamid v r SCOPE: This NOA is being issued under the applicable rule and regulations governing the use of construction materials. The documentation submitted has been reviewed ai �d accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and oth 4r areas where allowed by the Authority Having Jurisdiction This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. �s�roaacris�pprovecras aescrveu neremrnrnaa-Ween aesrgnea ronp:yw:rrrm��rariaa�uir ing Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11230 " Ontswing Aluminum Door w / wo, sidelites .;. 5i sheets l through 7 of 7, prepared by Al-Farooq Corporation, dated 08-28-02 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Exterior (positive) design loads to be limited per threshold height per sheet 2 of the Dwgs. 2. Max door panel not to exceed 34-1/2" and the max sidelite width not to exceed 37-5/8". See lock options detail in sheet 7 of the Dwgs. 3. Min 3" OC spacing cluster anchors applies both at head & sill at meeting stiles & sidelite mullion end. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product„ for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request o t�— �����}G �i4 This NOA revises & renews NOA # 06-0327.02 and consists of t an (E. page 1 d evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, NOA No 12-0308.35 >oaostout Expiration Date: December 26,2017 Approval Date: June 21, 2012 Page 1 T.M. Windows, L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # # 06-0327.02) 2. Drawing No. W02-77 Rev C., titled "230 Alum Outswing Door-w/sidelites", sheets 1 through. 7.of 7, prepared by Al-Farooq Corporation, dated 08-28-02 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file # # 06-0327.02) 1. Test report on 1) Air Infiltration Test, per FBC,. TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test per FBC, TAS 202-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBG 2411 3.2.1 'and TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5458, dated 02115/08, signed and sealed by Carlos S. Rionda, P.E. along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29/02 and FTL-3355, dated 01/29/02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. , respectively, (submitted under file # 02-1016.09) 2 Additional referenced test report per TAS 202-94, Test Report No. FTL-2648, dtd 06/06/00 issued by Fenestration Test Lab, signed & sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 02/15/12, signed and sealed by Javad Ahmad, P.E. 2. Structural performance, comparative analysis and anchor verification calculations dated Apr 24, 2008, prepared by Al- Farooq Corporation, signed and sealed by late Dr. Humayoun Farooq, P.E. (Submitted under file # # 06-0327.02) 3. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE L Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. - F. STATEMENTS I. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 01/24/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al Farooq Corporation, dated 03-08-2008, signed and sealed by late Dr. Humayoun Farooq, P.E. (submitted under file # 06-0327.02) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # # 06-0327.02, expiring on 12/26/17. 2. Test proposal # 07-3698 dated Nov 08, 2007, issued by BCCO. Ishaq L Chanda, P.E. Product Control Examiner NOA No 12-0308.35 Expiration Date: December 26, 2017 Approval Date: June 21, 2012 E-1 9 ANCHORS AT MTO. STILE ENDSANCHORS AT MULLION ENDS ANCHORS AT MTC. STILE ENDS ��... (D) READ. FOR WOOD NdSTALLATIONS (8) R EGO. FOR WOOD INSTALLATIONS (S)) REG. FOR WOOD INSTALLATIONS hh (2) REQD. FOR CONC./METAL INSTALLATIONS (4) READ. FOR CONC./METAL INSTAUATIOtdS (2) REQO. FOR COWL./METAL INSTALLATIONS R 71 S/8" 149 3/8" FRAME WIDTH FRAME WIDTH SURFACE APPLIED e" 13• MAX. S" MAX, SURFACE APPLIED 3" 11" 3" 9" 13" MAX. S" MAX. F FALSE A _ HEAD HEAD/SILL FALSE _ -_ HEAD/SILL HEAD SR MAY BE USED RS MAY BE USED S q CORNERS E A .�. CORNERS I \ NNp /A d oP770N �1 `� It / LOCK V, 1 Hr/, / u , OPTION /� --r' -- Vi o 'pig bo a - ---�'------ - --�-� --- '� '� •-• 1 _ O II II O mm \ FF IN -Au\ NE i ACOVE II W-kffVE ACYIVE M 1 / N n\ / SMD D - 28 8/8" 28 8/8" 33 3/8" 28 1/2" 25 1/2" 33 3/8" Z D.L. OPO, O.L. OPO. D.L. OPO. DA. OPG. D,L OPO. D.L. OPG. �{ m 34 1/2" 34 1/2" Q PANEL WIDTH S4 1/2" a 1 1/4` PANEL WIDTH 34 1/2" PANEL WIDTH PANEL WIDTH 1 1/4" SON37 8/8" 71 5/8" 37 8/8" WIDTH DOOR FRAME WIDTH SIOEUTE WIDTH { XX ) ( OXXO) 60m dill, o TYPICAL ELEVA7101d Aa0/Ruw TM Ieliralkr�_. �%) 5 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. SERIES -280 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m' REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASS ALUMINUM OUT -SWING DOOR W/ SIDELPPES HURRICANE ZONE (HVHZ). LARGE MISSILE IMPACT APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS 1BY OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY Q WITH OR WITHOUT SIDELITES. TO TRANSFER LOADS TO THE STRUCTURE. :r*, JA A*AAD SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS FLA, SEE PEi� 7Qf42` SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C�N•� DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE g RESISTANCE IS REQUIRED SEE SHEET 2 FOR LIMITATIONS, NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Browing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THATW02-77 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE .R . •6,46}Z, REQUIREMENTS OF THE FLORIDA SLOG, CODE SECTION 2003.8.4. sheet T of 7 37 7/18' 76 1/4' MAX. 115 3/18' MAX. MAX. EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. F o•CNpa.7 � i ;3&39 •i i. •i •i GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) droving no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 'PR �.8'2�i2'' el,etit or � (x) (X% (oxo) 71 5/8' MAX. 110 1/2' MAX. (XXo) (oxx) f IS" MAY. (xox) 148 3/8' MAX. NOT ll amu EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. F o•CNpa.7 � i ;3&39 •i i. •i •i GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) droving no. (XXo) (oxx) f IS" MAY. (xox) 148 3/8' MAX. MAXIMUM DESIGN LOAD RATING ® + 80,0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 90.0 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR(+) LOADS AS FOLLOWS 1-5/8" THRESHOLD = +53.3 PSF 2-5/8' THRESHOLD = +80,0 PSF 3-1/2" THRESHOLD = +.%" PSF +w FSF �►411z (oxxo) HEAT STREN'D GLASS ---- t�� TERLAYER i LEX LIN 1110 13Y 'SOL.UTW 3/1G' HEAT SfREN'D CLASS Z -3/18' HEAT STREWD GLASS M INTERLAYERSILICONE Q SAFLEX wo BY 'SOLUTW TTREMCD TREMGLAZE 500 3/L6" HEAT STREN'0 GLASS GE ROS77W TREMOO TREMGLAZE SOO GE ROS7700 id � � 8 40 Rio 0.480" OVERALL LAM. GLASS 0.480" OVERALL LAM. GLASS GLAZING DETAIL GLAZING DETAIL (ODOR LEAF) (SIDEIJ'fE) Cz ap ,�J F�106. k' w"v;r avow �MM d! PIE/Ids 12 E'p11'/liM IMMJ NOT ll amu EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. F o•CNpa.7 � i ;3&39 •i i. •i •i GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) droving no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 'PR �.8'2�i2'' el,etit or � MAXIMUM DESIGN LOAD RATING ® + 80,0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 90.0 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR(+) LOADS AS FOLLOWS 1-5/8" THRESHOLD = +53.3 PSF 2-5/8' THRESHOLD = +80,0 PSF 3-1/2" THRESHOLD = +.%" PSF +w FSF �►411z (oxxo) HEAT STREN'D GLASS ---- t�� TERLAYER i LEX LIN 1110 13Y 'SOL.UTW 3/1G' HEAT SfREN'D CLASS Z -3/18' HEAT STREWD GLASS M INTERLAYERSILICONE Q SAFLEX wo BY 'SOLUTW TTREMCD TREMGLAZE 500 3/L6" HEAT STREN'0 GLASS GE ROS77W TREMOO TREMGLAZE SOO GE ROS7700 id � � 8 40 Rio 0.480" OVERALL LAM. GLASS 0.480" OVERALL LAM. GLASS GLAZING DETAIL GLAZING DETAIL (ODOR LEAF) (SIDEIJ'fE) Cz ap ,�J F�106. k' w"v;r avow �MM d! PIE/Ids 12 E'p11'/liM IMMJ NOT ll amu EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. F o•CNpa.7 � i ;3&39 yg $ 8 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) droving no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 'PR �.8'2�i2'' el,etit or � ,Br {�,V EDGE.DiST:. BUCK���. (a l*' MIAMI -DADS COUNTY APPROVED DISTDE STRUCTURE SMULLIONEE SEPI NO ANCHORSDIST. Z EGDFI DIST.. Is TYPICAL ANCHORS TYPICAL. ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Q M SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS ss FOR SPACING FOR SPACING FOR SPACING FOR SPACING TYPICAL ANCHORS: SEE ELEV, FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS 1/4' Dle_ LI TRACON BY 'ELCO' (Fu -177 KSI. Fyo155 XSI) -1 { MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-3/4' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY /4- DIA. SELF DRILLING SCREWS (GRADE S CRS) U INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8-) INTO METAL STRUCTURES a STEEL : 1 /e. THK. MIN. (Fy - 36 KSI MIN.)Sp ALUMINUM : 1/8' THK. MIN. (8083-T5 MIN.) ONm (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ZZ TYPICAL EDGE DISTANCE Z INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. CONCRETE AT HEAD, SILL OR JAMBS re - 3400 PSI MIN, C -SO HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. _ 1 g 3 ROWS p1tQDl1C� APIYiPiB 'I REOD. FOR IX !� U A +�BOA.O PSFI me �5 BS SMS t AT 12' O.C. W. oam� *SETi IIDOOR DETAILSALT.L 11A. 70887.�{1/2FROM§ LSILL ENDS401"'S ANCHORS TYPoCAL ANCHORSEVATIONSL.i.; °SEE EL.EVATiONS droaing rro. FOR SPACING DIST. ^I fit SPACINGW02-77 b12sHee I/4' MAX 1/4• MAX SHIM O SHIM METAL^ C STRUCTURE TYPICAL ANCHORSSEE _j FORSPACINti • ACTIVE LEAF'ANCHORS SEE ELEV. t i3 .v FOR SP NO 04 -- - o 19 n • EXTERIOR y8 D.L.O.ley g a LEAF WIDTH O WOOD BUCK FRAME WIDTH fh FLUSH BOLT FLUSH BOLT AT INACTWE LEAFAT ACTNE LEAF 1/4° MAX SKIM a M v 1/4° MAX. a © 31 O r=TYPrMA TYPICAL ANCHORS ' ° NOT REQO. SEE ELEV. FOR SPACING IS IN -ACTIVE LEAF 31 FOR B PoDOvOR,S PSF ACTIVE LEAF ° OR LESS ZZ a..y 21 3 4 °PTI°"ALEXTERIOR LEAF WIDTH10LEAF WIDTH � =vucTW;v"o HwOE ASSEMBLY SCK OPTION ill FOR SPACING "' *40atx,, DOOR FRAME WIDTH L Oak e �g<m� IN -ACTIVE LEAF ACTIVE LEAF ECpn.dA � � •, aYa - F c AFI: �Ssiaa3ex � �g, � � drowmg no. 31 SEE NOTE ABOVE LOCK OPTION 42 SPR '$ 012 sheat 4 of 7 TYPICAL __s SEE _r_ FOR __ ED" DIST. ■ R § A§ � a \ • /®7�| , MAX. $ �t \ •. w a 3 §I� , o ~ - B 4: )$ _OPTIONAL TH KB "® , § §`{■ § HINGE ASSEMBLY FRAMEa ��2 K StDELITE WIDTH DOOR ------------ ~^ o_ _mm . _AL ANCHORS SEE _. 2 FOR SPACING � | �® j , !Sc � 2 \\FIA4 7 ! • EDGE DIST. TYPICAL � ELEVATIONS mnuz DETAILS]»A 12 mwaa7 FRAME HEAD TM -038 ® SIDELITE FRAME GW 36572 1.574 S WEATHER-STRIP ADAPTER .679 SF� '� .415 .PBD —¢ 37 DECORATIVE MOULDING GW -38737 — 058 .485 T j _'m DECORATIVE MOULDING TM -155A 1213 Sao 045 GLASS STOP OW -31956 2.109 Lela 3.000 1.043 1.800 ® DOOR JAMB TM975 2429 .185 - 0.310 GW 37888 ms7e CENTER HINGE Was r IRS 0,248 �4 0.572—/GW 37888-A OUTER HINGE HINGE PIN 3,681 HONOE CAP SMS 10 X 5/8' rF.H. SMS 750I O T� _J 111 yy!� O .608 SIo I{ ` 3.901 0 11 3. ,jl� oo I A62 ° 1 0 I 0 4790-*� e.la6 DOOR TOP & BOTTOM RAIL r= 0 PART 9 QUANTITY DESCRIMON MATEIUAt. MANF./SUPPWBR/RK&1ABS9 5 TM -38A 1 FRAME HEAD 5083 -TIL - 2 GW 28@75 1 FRAME SILL 6083 -TB - 2A OW 37316 1 ALT. FRAME SILL 6063 -TIL - 28 TM104 1 ALT. FRAME SILL 6083-T8 - 3 ON 38572 2 SIDELITE FRAME 8083-76 - 3A TM175 2 DOOR JAMS BD83-TB - 4 OW 38048 1 PANEL LOCK STILE 6083-T8 - 4A YM172 1 ALT. PANEL LOCK STU X83 -TIL - 5 OW 38835 1 PANEL HINGE STELE 8083-T5 - 6 TM -081 2 PANEL TOP/807TOM RAIL. 8083-T5 - 7 GW 31826 4 WEATHERSTRTP ADAPTER 6083 -TD END OF DOOR ALES (TOP/BOTTOM) 8 ON 378M 2/11INGE ASSY. TM OUTER BUTT HINGE 6061 -TG DOOR PANEL/FRAME HINGE SIDE 9 OW 33@88 1/HINGE ASSY. TM CENTER BUTT HINGE 6083 -TB DOOR PANEI./FRAME HINGE SIDE 10 OW 32222 2 DOOR LOCK INSERT 6083 -TD LOGO WILE 11 - 2/ LEAF 3/4 x 1 1/4 x 3/4 x 1/8' THL CAP ALUMINUM 3' LONG 16 4037 AS REWD. `ULTRAFAS' CENTERFN WOOLPILE WOOL LOCK SDLM. JAMBS. HEAD. SILL 18 1/HINGE 7/32'0 HINGE PIN STEEL. AT EACH HINGE ASSEMBLY 21 2/LEAF' 1/2'0 THREADED ROD. WASHER &NIR STEEL TOP/BWROM END RAILS 22 SERIES 400 1 KWI1W KNOBLOCK - ACTIVE LEAF 23 SERIES BOD 1 KWRW DEADBOLT - ACTIVE LEAF 24 - 2/HNOE ASSY. HINGE BUSHING PLASTIC HINGE ASSEMBLY 25 - 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL SCREW HOLES 26 - AS REQD. 810 x 1' P.H. SMS. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS/MULL GIPS 27 - 2/HINGE ASSY. 1046E CAP PLASTIC HINGE ASSEMBLY 29 1 SILL ADAPTER (1' X 1' X 1/16' TUBE) ALUM - 30 1 SILL ADAPTER (1/2' X I" X 1/16' TUBE) ALUM - 31 TM -075 1 I= STILE REINFORCEMENT 8083 -TS FULL LENGTH O DOOR I= STOLES 34 TM -054A 2 MULLION 8083-T5 BETWEEN DOOR/SIE LTTE JAMBS 35 OW 31988 4 GLASS STOP SO83-TS SIDE WE GLAZING PERIMETER 37 GW 36737 OPTIONAL O.G. DECORATIVE MOULDING 5553_75I DOOR PANEL PERIMETER 37A TM -155A OPTIONAL O.G. DECORATIVE MOULDING BM-Tg I DOOR PANEL PERIMETER TM OBI HINGE ASSEMBLY 4753 Saco .068 tm 1.750 L 3.186 060 DOOR HINGE STILE 625 FL .060 l.00a 0.040[7: -A 1.790 1 F.TIL_I AGE k— 4.000 GW -36935 I SILL ADAPTERS LI97 b40 1,395 4) .629 �1 T .062 I. 3aoo STD. FRAME SILL GW -28615 1.157 640 .062--—A0 _Sm_ ® ALT. FRAME SILL GW -37319 O4 DOOR LEAF STILE ALT. DOOR LEAF' STILE GW 35048 O TM172 500 3.790 720 1055 .662 r 250 E�,�IOmyt�. �g8 �.� ,610 -♦e --q 2495 C,.AkN.:363' 69194 4094 L 1 1. ,629 T - 3.000 31 d25 - ® ALT. FRAME SILL LOCK STILL EREIINFORCEMENT Ali 2052.-075 TM- 184 MULLION TM -054A drawing no. W02-77 SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. 77-55//B' LONG ALUM BUTT HINGES, AT 11- FROM EACH END AND ONE AT MIDSPAN OF LEAF. STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41-1/2" OR 48" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38" OR 39-1/2° FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & 130TTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS OPTION i MULTI—POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 34-1/2' FRDM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITFI (2) 812-28 X 2-1/4" ON MS METALLIC STRIKE PLATE AT 34-1/2° FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) 810 X 1/2" FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2- & 78-1/2° FROM BOTTOM FASTENED WITH (2) 8-32 X 1/2' FH MS (FLUSH SW -TS AT TOP & SMCM OF ACTIVE AND MACTNE LEAFS TO BE ENOASED DUMM POWN OF HUGE WAMNINC) nnnR I FAC nrAmirs `FHA.' 1•E 70SQ2 CAN, SSS W/ O za �R T ,n drawingn0. W02-77 9/29/2Q14 License efficiently. Reguiate fakly. Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff Product Approval USER: Public User .. _ • u-. -. ti _ •• FL * Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory FL15726-R1 Revision 2010 Approved T M Windows LLC 601 nw 12 ave pompano beach, FL 33069 (954)781-4430 smetzger@tmwindow.com Javad Ahmad alfarooq@afceng.com Exterior Doors Sliding Exterior Door Assemblies BCIS Site Map I Links I Search http://flondabuilding.org/pr/pr app_dd aspxlparam=wCEVXQwtUgt3e1SA1nEOW9xvDFkkUlxIQJy9bahOmAzyo/o2b%2flWmH24Vg%3d%3d 1/3 t' rrt o Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff Product Approval USER: Public User .. _ • u-. -. ti _ •• FL * Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory FL15726-R1 Revision 2010 Approved T M Windows LLC 601 nw 12 ave pompano beach, FL 33069 (954)781-4430 smetzger@tmwindow.com Javad Ahmad alfarooq@afceng.com Exterior Doors Sliding Exterior Door Assemblies BCIS Site Map I Links I Search http://flondabuilding.org/pr/pr app_dd aspxlparam=wCEVXQwtUgt3e1SA1nEOW9xvDFkkUlxIQJy9bahOmAzyo/o2b%2flWmH24Vg%3d%3d 1/3 9/29/2014 Florida Building Code Online Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ," Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE -70592 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Christian Langley, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved " Validation Checklist - Hardcopy Received FL15726 R1 COI TM Windows - CI.PDF Standard TAS 201-94 TAS 202-94 TAS 203-94 Method 1 Option D 08/23/2012 08/24/2012 08/28/2012 10/09/2012 Year 1994 1994 1994 Summary of Products 1 http://floridabuilding.org/pr/pr app_ tlaspx?param=wGF-VXQwtDgt3elSA1nEOW9xvDFkkUbaQJy9bahOmAzy%a2b%2flWniH24Vg%a3d%3d 213 9/29/2014 NE E$t The State of Florida is an AA/EEO employer. copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Re_i,lnd Statement Under Florida law, email addresses are public records. If you do not want your a -mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click bem_ Product Approval Accepts: El M 99 rE' �S'SM http://floridabuilding.orgtpr/pr app_dtl.aspx7pamm=wGEVXQwtDgt3elSA1nEOW9xvDFkkUbdQJy9bahOmAzy%2b%2flWmH24Vg%3d%3d 3/3 FL # Model, Number or Name Description 15726.1 Series -390 Aluminum Sliding Glass Large Missile Impact resistant aluminum sliding glass door. Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15726 R1 II 390 Alum SGD (LMI) W12-31.PDF Approved for use outside HVHZ: Yes Verified By: ]avad Ahmad PE #70592 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +80/-95 Evaluation Reports Other: See drawing W12-31 for span vs. load and anchor FL15726 R1 AE 390 Alum SGD (LMI) - PAE.PDF type combinations and installation details. Created by Independent Third Party: Yes NE E$t The State of Florida is an AA/EEO employer. copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Re_i,lnd Statement Under Florida law, email addresses are public records. If you do not want your a -mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click bem_ Product Approval Accepts: El M 99 rE' �S'SM http://floridabuilding.orgtpr/pr app_dtl.aspx7pamm=wGEVXQwtDgt3elSA1nEOW9xvDFkkUbdQJy9bahOmAzy%2b%2flWmH24Vg%3d%3d 3/3 EST, I AL - FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT 1235 SW 87th Avenue - Miami, FL 33174 PRODUCT APPROVAL EVALUATION RULE CHAPTER #9N-3.005 - METHOD I OPTION D FL 1 x-72,0 - AI Date: 8/23/2012 Detailed Product Deseflution : Manufacturer. T.M. WINDOWS LLC. Manufacturer Address: 601 N.W. 12TH AVENUE — POMPANO BEACH, FL 33069 Model Name: SERIES -390 ALU NII14UM SLIDING GLASS DOOR Maximum Panel Width: 66" This product complies with the High Velocity Maximum Door Height: 10811 Hurricane Zone (BVHZ) Maximum Load: +80.-95 PSF (Large Missile !=act testing requirements. Installation Drawings W12-31 The above maximum parameters do not occur simultaneously. See charts on installation drawings for combinations of an vs. loads and anchor type. Mandato, Tests Crested in accordance with AAMA 101/LS.2/NAFS-40 02) ILI— Air ASTM E283 Air Infiltration Fenestration Testing 06/20/2012 FTL-6868 Leakage Laboratory ASTM E331 Water Penetration Fenestration Testing 06/20/2012 FTL-6868 OR ASTM 547 & Laboratory TAS 202 ASTM P310 TTnifnrm Static Air Fenestration Testing 06/20/2012 FTL-6868 & TAS 202 Press. Laboratory 6/18/2012 FTL-6976 ASTM F842 Forced Entry Fenestration Testing 06/20/2012 FTL-6868 I Laboratory Comparative analysis used X Yes No Su plemental Tests (Tested in accordance with TAS -201 and TAS -203) r 11 `tel OT T, FBC 1626.2 Large Missile Fenestration Testing 06/20/2012 FTL-6868 (TAS201&203) Impact & Cyclic Laboratory 6/18/2012 FTL-6976 Under the limitations of the attached installation drawings, to the best of my-koh*jeaid, ability, the edg above door product conforms to the requirements of the 2010 Ffm "'"'ft code. 11�90 Evaluation Report Engineer: r 12 * Javad Ahmad PE # 70592 AU6 201 Al Farooq Corporation EB # 3538 (I -A,11) - FEY I I THESE DOORS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -390 ALUMINUM SLIDING GLASS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART SHOWN ON SHEET 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHOR SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERULS INCLUDING BUT NOT INBRED TO STEEI/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. f�Dp 4a i/a' 48 1/8' ' C) HEAD ANCHORS z5iU 2: j a FAAIso D.L. OPG. D.L. OPG. m $ CLUSTER OF 4 OR 8 56 TWO 24' MAX. S8 1WID AT STILE ENDSN SEE CHART ON SHEET 3 0— CONTRACTOR TD BE RE PONSOX FOR THE SEI.EGnGNa �) • 24' MAX HEAD FOR CAPACITY WSTALLATM OF THIS PRODUCT 9ASEDONPROVIDED HE/SHE DOES NOT DEVIATE FROM THE ON THIS DOCUMENT.C-THS PRODUCT EVALUATIONDOCUMENT WILL SE CONALTERM QQ TVP. BY ANY MEANS. ZZO 3/8' u. O n DOOR WIDTH R P�drowfng OR ARMaWt WHICH WL yipFOR THE PROJECT MID WHO RESPON F0 PUSE E�ELE sT f�Dp 4a i/a' 48 1/8' ' C) I z5iU 2: j a FAAIso D.L. OPG. D.L. OPG. m $ a 56 TWO 24' MAX. S8 1WID I; I. =tr=_rel= 11 u 0— CONTRACTOR TD BE RE PONSOX FOR THE SEI.EGnGNa �) • PANEL WIDTH SIL PANEL WIDTH WSTALLATM OF THIS PRODUCT 9ASEDONPROVIDED HE/SHE DOES NOT DEVIATE FROM THE ON THIS DOCUMENT.C-THS PRODUCT EVALUATIONDOCUMENT WILL SE CONALTERM QQ I I n BY ANY MEANS. O-SnE WECfRC PROJECTS SHALL BE PREPARED BY XILORIDAENGINEER _- R P�drowfng OR ARMaWt WHICH WL yipFOR THE PROJECT MID WHO RESPON F0 PUSE E�ELE TYPICAL ELEVATION /AIT ffi n ci li R I, 11 - IL 11 I, 1. I, 11 I, 11 2 TRACK FRAMES ANCHOR uTiER BPEGI� WINNINGS FOR REwEw. SHALL BEAR THE DATE ANDORIGINALSEASANO SIGNATURE OF PROEESsoNAa ENGINEER OF RECORD THAT PREPARED ,'E1zETHISP.ED. ` ��THE ; �1s,,. sTaE KGs AT 3' O.C. e f�Dp 4a i/a' 48 1/8' ' C) I z5iU 2: j a FAAIso D.L. OPG. D.L. OPG. m $ a 56 TWO 24' MAX. S8 1WID 0— CONTRACTOR TD BE RE PONSOX FOR THE SEI.EGnGNa �) • PANEL WIDTH SIL PANEL WIDTH WSTALLATM OF THIS PRODUCT 9ASEDONPROVIDED HE/SHE DOES NOT DEVIATE FROM THE ON THIS DOCUMENT.C-THS PRODUCT EVALUATIONDOCUMENT WILL SE CONALTERM BY ANY MEANS. O-SnE WECfRC PROJECTS SHALL BE PREPARED BY XILORIDAENGINEER _- P�drowfng OR ARMaWt WHICH WL yipFOR THE PROJECT MID WHO RESPON F0 PUSE E�ELE TYPICAL ELEVATION /AIT o 2 TRACK FRAMES ANCHOR uTiER BPEGI� WINNINGS FOR REwEw. SHALL BEAR THE DATE ANDORIGINALSEASANO SIGNATURE OF PROEESsoNAa ENGINEER OF RECORD THAT PREPARED ,'E1zETHISP.ED. ` ��THE ; �1s,,. sTaE KGs AT 3' O.C. A- THIS PR== EVAWATION DOCUMENT (P.ED) PREPARED BY THIS ENGINEER S GENERIC AND DOES NOT PRWIDE WFORNATION FOR A SITE SPE�FT� C a PROXCTI I- WHERE THE SITE CONORIaiS DEVIATE FROM THE P ^ .�1�y1T 4'�.. 0— CONTRACTOR TD BE RE PONSOX FOR THE SEI.EGnGNa �) • WSTALLATM OF THIS PRODUCT 9ASEDONPROVIDED HE/SHE DOES NOT DEVIATE FROM THE ON THIS DOCUMENT.C-THS PRODUCT EVALUATIONDOCUMENT WILL SE CONALTERM BY ANY MEANS. O-SnE WECfRC PROJECTS SHALL BE PREPARED BY XILORIDAENGINEER P�drowfng OR ARMaWt WHICH WL yipFOR THE PROJECT MID WHO RESPON F0 PUSE E�ELE i +ENGINEERTO OF THE P.E.D. ENGINEER OF RECORD, AC7i16fO AS ✓ THE P.E.D. ENGINEER slaL Sum" T07HIS THE SIRE ' uTiER BPEGI� WINNINGS FOR REwEw. SHALL BEAR THE DATE ANDORIGINALSEASANO SIGNATURE OF PROEESsoNAa ENGINEER OF RECORD THAT PREPARED ,'E1zETHISP.ED. ` ��THE ; �1s,,. 0 SFE CHART ON SHEET 3 FOR CAPACITY p z Qw i3 e� LL T P VVVQe Q Q Qvg2 �1Ei OHIO TYPICAL ELEVATION 3 TRACK FRAMES SHOWN SILL ANCHORS 4 TRACK FRAMES SIMILARA AT � AT 3' O.C. .. a ti"PEI 70592�.- V. , 55- drawingno. j W12-31 sheet 2 of 13 d w �••AII t) ee EXTERIOR Q s� I EXTERIOR r � I 9/16' MIN. TYP. p \ EXTERIOR IbI � S9 m - W v Min o• .nu rre N S (maw 3/8' a I• df. hY• HAND 'o ddc by 18' MN. TYP. XASS BM k WI - El El i MN. TYP. K d d I W MN. TYP. p d SEIZES -iso ALUM. SLING GLASS WM (LK T.M. WINDOWS LLC. 601 N.W. 12TH AVE. POMPANO BEACH, FL 33069 TEL (954) 781-4430 FAX. (994) 761-5076 AL-FAROOQ CORPORATION Ila ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 11��1i1i asaa -Ar b b b o b b b b o o b b o o b M I I i I I 1 a a a a a a a a •' A A boob000 f b oobobboob,l^,, �, G asaaaaaaaaaaa b o bb b b b b b b b b b o aaaaaaaabPa b b b b b b b b o b o A Y MIR asaa�aa b o b boob aaa bbb baa o b b saa��a o b b o o b b o o aa�a��o��msa�as�aaa o u o c o a io 0 o m o o b u o o c o 0 o b c o A I asasaa mx Sawa :a abbm � o C O G O O O m to- P m IL io O L. it b C C� bbob m O b O b II assaaaa;IN aaaaaabsblao5 a b b b b b b b o 0 0 bb bIb o b a b b b b b b o 0 0 o b o Q 5elaw$000 Lr-b o bbobCib obo b.I�. SEIZES -iso ALUM. SLING GLASS WM (LK T.M. WINDOWS LLC. 601 N.W. 12TH AVE. POMPANO BEACH, FL 33069 TEL (954) 781-4430 FAX. (994) 761-5076 AL-FAROOQ CORPORATION Ila ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 AV 000X 50 XOX 0 f XX xox 4— f XH x x 0 x 0 0 0 10 0 x X x 4 "sem t'l El= rn ILI a revisions: 0 a e A 0&06.1 b _AescrjpU0n GDIMAL RUM SERIES -390 ALUM. SLUNG GLASS MW (L T.M. WINDOWS LLC. AL-FAROOQ CORPORATION ENMEERS & PROD%= 1235 S.W. 87 AVE DEVELOMENT f 601 N.W. 12TH AVE. MIAMI. FLORIDA 33174 c LAI POMPANO BEACH, FL 33069 TEL C30S) 2G"IW FAX.(3M) 2�78 � . COMP-ANL\WI2-317MW 02 TEL (11M) 781-4430 FAX. (954) 781-5078 i POCKET i� i POCKET i I I I I I I _ I I I I 4 4 �(X IPOCKETI 'U I I 4 x-uX - b � i POCKET "a x I POCKET I 8,� _ 'U X 8 m b� X bMo I I � y I POCKET I 6 ,w b � 4� I I I I I POCKET I x I UL =1 W `sJ O GI .P i POa�-- i r PocKET I I y I I I I I I I I b +� b I I I I I POCKET I C�+9 t=J W 1 C] t f 1 • , •Yell "/ �RO�F ` 1a'�� `•� reviatona: SERIES -390 ALUM. �1DIN6 GUSS DOOR (LNJ.) AL-FAROQQ CORPORATION a &4C T.M. WINDOWS LLC. .®m. N eaa1a s/a'-1'—a' ENGINEERS & PRODUCT DEVELOPMENT IWS&W.87AVE lfi` f A °BM., CORRAL" � p I &. hy. tlAldip 601 N.W. 12TH AVE. MIAMI, FLORIDA 33174 TEL- Csom 264sion FAIL. (SM) 262 76 /� V POMPANO BEACH, FL. 33069 TEL (994) 781-4430 FAX. (954) 781-5078 COMP -ANL -3 TTMW MU TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS IN AM IN PAIRS W PAIRS SEE ELEV. FOR SPACING SEE .FOR SPACINGIN SEE ELEV. FOR SPACING O STRUCTURES ANCHOR ACCESS HOLES S TO BE COVERED WITH PLASM CAP F.B.C. APPWD MULLION ,i O SEE SEPARATE APPROVAL @ ,� WOOD BUCKS AND METAL STRUCTURE NOT BY T.M. WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING Ile OIA ULTRACON BY 'ELCO' (Fa -177 KSI, FY -155 KSI) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-3/8" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1-3/8' MIN. EMBED INTO CONC. OR MASONRY I/4' DIA. SELF DRILLING SCREWS (GRADE g CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy — 36 KSI MIN.) ALUMINUM : 1/8' TIIK. MIN. (6063 TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 814 SMS OR SELF DRILLING SCREWS (GRADE 2 CICS) INTO F.B.C. APPROVED MULLIONS (MIN. THK. - 1/8-) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE — 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. CONCRETE AT HEAD, SILL OR JAMBS f e - 3000 PSI ANN. C—BO HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. WEEPHOLES: Wl - (6) 1' WEEP NOTCH AT EACH END OF SILL W2 - (6) 1' WEEP NOTCH AT EACH END OF SILL a, . +p RAtW yClawing no. All —31 ly's L v N I n o� nv a oNa j I zrm O 19 m H8a a, . +p RAtW yClawing no. All —31 ly's . W 89R 121 F13/94' 23/4' 3 1/2' � W7 ts ell V ons: CIES-390 ALUM. KMM MM WOR (LMI)fjf AL-FAROOQ CORPORATION a no 0 o griptlon NEFJRMS PRODUCT OPMENT A JOLOS.121 OU49M REWWN T.M. VANDOWS LLc. IMBS.W. AVE ,4 601 N.W. 12TH AVE. WWI, FLORIDA 333.74 Gr POMPANO BEACH, FL- 33069 TEL CWM 26"200, FAIL(305)2626978 TEL (9M) 7ei-4430 Fm (954) 781-5078 W COMP—ANL\ 9 F— by: I ( _12-31TMW 116 213Y WOW BUCK CR WOOD STRUCTURE �I i ��rl>•q� 1 c m M rav�awna: n0 8 On SEM -390 ALUM. SLIDING GLASS DOOR Lm.l. AL -FAR OOQ CORPORATION .44? • D A G8A6.1 GFNERN. �V19YN1 T.M. WINDOWS LLC. �' W ILL �• p 601 N.W. 12TH AVE. MIAMI, FLORIDA 33174 /r �r 07 POMPANO BEACH, FL. 33069 TEL CJOM 264 -SUM FAX.(8D8)2826978 � Mg TEL (984) 781-4430 FAX (934) 781-3078 Pm $ w ee�ltsPnwtrf!rss^Na,,., .' O. IX c m datc oe-is-t2 rav�awna: n0 8 On SEM -390 ALUM. SLIDING GLASS DOOR Lm.l. AL -FAR OOQ CORPORATION j ae Kph 1- D A G8A6.1 GFNERN. �V19YN1 T.M. WINDOWS LLC. ENGINEERS & PRODUCT DEVELOPMENT azsasw.a7AVE N � tiP14D 601 N.W. 12TH AVE. MIAMI, FLORIDA 33174 /r �r POMPANO BEACH, FL. 33069 TEL CJOM 264 -SUM FAX.(8D8)2826978 ehk. br• TEL (984) 781-4430 FAX (934) 781-3078 C0MP—ANL\W12-31TMW Cx o� m H A n x 00 0 s .r tt�gq� c a �C aad -ta-ta reviaiana. SERIfS-390 ALUM. SUDING GLASS DSR (LM.1.) AL-FAROOQ CORPORA7iON a N .�«a/e• r 110 O On aO&MI aEwcnA�r>t+nsw T.M. WINDOWS LLC. ENGINEERS & PRODUCT DEVELOPMENT aasesw.87AVE f ° �. nniero 601 N.W. 12TH AVE. MIAMI, FLORIDA 33174 POMPANO BEACH, FL. 33069 TEL (305) 264.8100 FAX. (3051262-697$ W c chk ty: TEL (954) 781-4430 FAX (984) 781-5078 COMP-ANL\W12-31TMW M CAL mors ELEV. SPACtNa w J r i THREE (3) TRACK DOOR ILS �. Fre�16tt9 amwang no. x+112-31 N S �"' a ( ce-ts-ta f renalvas: n0.1 1 A4FAROOQ CORPORATION a g 1p escn on A oaa., GOURA. REVMM T.M. WINDOWS LLC. ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE ^'/S'mm:l'm��$S7.ua+�o�mmvmwtj-NI35Plroma N m I,aetO 601 N.W. 12TH AVE. MIAMI, FLORIDA 33174 C' W ' av POMPANO BEACH, FL 33069 TEL(305)2644200 FAIL(309)262-6978 -° dJ�. blr• TEL (954) 781-4430 FAX. (954) 781-5079 fCOMP-IWL\W12-31iMMf o.✓ �s s v m r x x X l l i0 I 1 1 1 J 1 1 1 1 1 N i t 1 1yp 1 1q 1 1�j Iu 1 I (.� 1 1 1y yp� i i m P O1 A+ O j V V/ m m m 1; m m A N Yl m m a; VI N 9 POP 11111 llll;"' MAE*- MR11111111 t °gggJIM s ti yyy 5 5 X N X x N I X A N R! R. R. X W x \ X X N A v N J S� N S �"' a ( ce-ts-ta f renalvas: n0.1 1 A4FAROOQ CORPORATION a g 1p escn on A oaa., GOURA. REVMM T.M. WINDOWS LLC. ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE o� N m I,aetO 601 N.W. 12TH AVE. MIAMI, FLORIDA 33174 C' W ' av POMPANO BEACH, FL 33069 TEL(305)2644200 FAIL(309)262-6978 -° dJ�. blr• TEL (954) 781-4430 FAX. (954) 781-5079 fCOMP-IWL\W12-31iMMf o.✓ �s s N S �"' a ( ce-ts-ta f renalvas: n0.1 SERIES -390 ALUM. SLIDING GLASS DWR (LMJ.) A4FAROOQ CORPORATION a g mme s/a- _ ,• escn on A oaa., GOURA. REVMM T.M. WINDOWS LLC. ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE N m I,aetO 601 N.W. 12TH AVE. MIAMI, FLORIDA 33174 C' W ' POMPANO BEACH, FL 33069 TEL(305)2644200 FAIL(309)262-6978 -° dJ�. blr• TEL (954) 781-4430 FAX. (954) 781-5079 fCOMP-IWL\W12-31iMMf 5.152 8.900 8598 1•W9 �- .OTB °78 x••078 1 289 �7 1.289 .997 1289 8 IBJ �7 t �j 1.289 .124 1.823 p 41 Ll U Li 1FW .831 .831 .831 .124 1 1267 1.287 1.287 .124 1,823 823 to 2 TRACK FRAME HEAD 19 3 TRACK FRAME HEAD t0 4 TRACK FRAME HEAD t. 5.388 6.693 &791 5548 &419 1 8.917 sj 1.823 078 129 44 11so o� 'U� c 078 les s'� 2 9az .9az .071 LLggg$ 9.142 ® 2 TRACK FRAME SILL Q 3 TRACK FRAME SILL ® 4 TRACK FRAME SILL -�} 1.407 -2.000-13.062 1.2e4 2 TRACK FRAME JAMS 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB 1573 1 249 .078 -�• rot O1 2.004 .1�-1 •OSO M7 �7 U M 3.062 .078 3.895 4.�� .125 F�2.397- 4.000Q 1.781 .078 Q PANEL JAMB STILE t6 SILL ANCHOR COVER 1.677 1.327 1•� 129 o" 0,6 x s7s Z R .310 1.889 .662 W 3 G 2.441 1.900 •312 '? Z d 1.288 062 .582 .0� .078 Q PANEL TOP &BOTTOM RAIL Q ASTRAGAL ADAPTER 72 F m a a W0O GLAZING 7S0 BD t2 JAMB COVER 7� 4 HOLLOW STIFFENER ® SOLID STIFFENER POCKET DOOR HOOK (TRIMMED) r.078 LAMINATED o .130-�I .310 ti.752 49n 1.623 i.076 078 .0I8: -- -1 .076 z.7s23.902 2.428 .893 .893 094 .078 3.082 GLAZING BEAD .682 O LAM. INSUL GLASS .893 7.082 8.000 O STD.�D, INNER INTERLOCK 1.714 �- 1-3/4° SILL RISER tsA 2-3/4' SILL RISER t58 3-1/2" SILL RISER t3 POCKET DOOR HOOK o< .982 1.071 iS yryj, r - ir .094 ^9 10 N 048 1.923 O FIX. PANEL CUP .094- 2A�ai5U.3mcul 1.480 [.094 3.4221.407 078 I 1 f �1.829 � A7 �S3062•---�1 BOTTOM RAIL (HIGH PROFILE) 0 STD. OUTER INTERLOCK FIX. PANEL CUP COVER 1-3/4" SILL RISER t4A 2-3/4" SILL RISER 1 3-1/2" SILL RISER '�,'. "�j aheatTpoT13 , f \o 'oae».es' `\ V eA r-410`�� 0 ry p�8 CL lddw 06-18-12 ) rawswna: MM -NO ALUM. SLIDING MM DOOR (LM.I. AL-FAROOQ CORPORATION a _ • N walx ] e• - ,• O no 0&08.112 aQa,xa. Rew W WINDOWS LLC. ENGINEERS & PRODUCr DEVELOPMENT 1236 S.W. 87 AVE t T tit �061 N.W. 12TH AVE. MIAMI, FLORIDA 33174 r W • • v4 R eA r-410`�� 0 ry p�8 CL lddw 06-18-12 ) rawswna: MM -NO ALUM. SLIDING MM DOOR (LM.I. AL-FAROOQ CORPORATION a _ • N walx ] e• - ,• O no 0&08.112 aQa,xa. Rew W WINDOWS LLC. ENGINEERS & PRODUCr DEVELOPMENT 1236 S.W. 87 AVE t T tit �061 N.W. 12TH AVE. MIAMI, FLORIDA 33174 r W W ohk. bY• ANO BEACH, FL. 33069 54) 781-4430 FAX. (854) 781-5078 To t3ofitaeo-sloo FAX PM) 282-6978 COMP—ANL\W12-31TbIW 9/41M14 ,o rJartTnEnN1 BUS1 Professional Regulation Florida Bmldmg Code Online 4p s BCIS Home Log In User Registration Hot Topics j Submit Sun:Mrge Stats & Facts Publications FBC Staff �e BaS Site Map Links eSearch Product Approval USER: Public User ... R _ .,. u -e e.. , FL * Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence > Apptkathn Deta6 FL16132 New 2010 Approved T M Windows LLC 601 nw 12 ave pompano beach, FL 33069 (954) 781-4430 smetzger@tmwindow.com Frank Bennardo frank@engexp.com Windows Casement Gv�S /Li_ f7 kr.F NOV 12 2014 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer V Evaluation Report - Hardcopy Received Frank L Bennardo, P.E. PE -0046549 National Accreditation and Management Institute 12/31/2015 Keith E. Lorinos, PE a' Validation Checklist - Hardcopy Received FL16132 RO COI Financial.odf Referenced Standard and Year (of Standard) Standees d TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 MV:Iflloridabuildmg.orglpr/pr app dtlaspx?param=wGBVXQwtDgvyf4ngAXh10w6X4oBzkns4yMdrmeecburdl6uhMY7mcw%3d%a3d 1/2 8/4/2014 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval nnro ennrn. A 12/21/2012 12/21/2012 12/26/2012 n7inar2nta SummarV of Products FL # Model, Number or Name Description 16132.1 Series 525 Casement Window Aluminum Casement Window Large and Small Missile Impact Limits of Use Installation Instructions Approved for use In HVHZ'Z: Yes FL16132 RO II Dwa.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo P.E. PE -0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-75 Evaluation Reports other: FL16132 RQ AE Eval.Ddf Created by Independent Third Party: Yes back filext Contact L -- to40 North Monroe Sheat Tallahassee FL 32322 Phone: 8Sn-487-1824 The State of Florida Is an AA/EEO employer. QMWnht 20117-2011 State of Florid- :: Prfvary 5_taMm +ed :: Arcessibilu Atw marrt :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for offldal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee wafer Chapter 455, F.S., please dick ham. C editt ar �AF hilp:lflbridabiu'lding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlow6X4oBakns4yMdnneecburdl6uhMY7mcw%3d%3d 2/2 ENGINEERING EXPRESSO Product Evaluation Report December 21, 2012 Application Number. FLB Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description: Scope of Evaluation: FL# 16132.1 12-TMW-07 TM Windows, LLC 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Series 525 Casement Window Large & Small Missile Impact Resistant This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 9N- 3.405, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the 2010 Florida Building Code and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing #12-TMW-07 titled "Series 525 Casement Window", sheets 1-8, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report #1213.01-12 by American Test Lab of South Florida (ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201 & 203 test standards per test report(s) #1213.01-12 by American Test Lab of South Florida (ATL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations 3. Glass Capacity 4. Anchor Capacity No 33% increase in allowable stress has been used in the design of each product. The following are approved for use in the HVHZ as specified in their corresponding NOAs: 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM NGINEERING XPPESS'=' December 21, 2012 TM Window, LLC. — Series 525 Casement Window (LAM & SMI) Page 2 of 2 • DuPont Saflex Interlayer (NOA # 11-1102.11) • DuPont PVB Interlayer (NOA #11-1118.03) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s) on its respective Product Evaluation Document (i.e. engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document (i.e. engineering drawing) as noted herein. Ail supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each products respective anchor schedule. Host structure conditions which are not accounted for in each products respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone (HVHZ) 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW. ENGEXP.COM TM WINDOW & DOOR SERIES 525 ALUMINUM CASEMENT WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT �'''�nqurnaw • ® � GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM E1300-09 STANDARDS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 3OB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE 2010 FLORIDA 0 BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE @ O OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS 0,1 a STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. D a FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS Z Z1 DOCUMENT.iC Q. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND Q SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE.4i O 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6D63 -T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. z B. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED F•1 WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A .?7 MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. ES. DUPONT DE NEMOURS & CO., INC. - BUTACFTE PVB INTERLAYER N.O.AP 11-1118.03 12. SOLUTIA, INC. - SAFLEX PVB INTERLAYER N.O.A.4' 11-1102.11 13. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS eI AMERICAN TEST LAB OF SOUTH FLORIDA REPORT NUMBER 1213.01-12 FL #16132.1 112-TMW-07 I 6 1/4' MAX. FOR ANCHORS TYPE °6• 16 In' MAX. 6' MAX FROM FOR ANCHORS ANY JOINT OR TYPE •A', •C°, °D° CORNER (TYP.) 6° MAX FROM ANY JOINT OR SURFACE APPLIED CORNER(TYP.) FALSE MUNTINS �I OPTIONAL ----� __ F }� -- L---- L----- FRAME WIDTH--� TYPICAL ELEVATION O.L.O. WIDTH =WINDOW WIDTH -4 i8' D.L.O. LENGTH =WINDOW LENGTH -4 �" 19 ...... • . BENIVARW, P.F 6 ` 1/4' MAX, t ��•JJ•wv , FOR ANCHORS * �' • '•� TYPE °6° G 16 1/2 MAX. 6° MAX FROM }*. FOR ANCHORS ANY JOINT OR: p'•,A.0 OF 6° MAX FROM TYPE °A°, °C', °D° CORNER (TYP.) ;y .e� . • J CMY ORRNJEER mP.i ~� ''.,°�`d'S� ��HID A . g �N.i EN SURFACE APPLIED FALSE MUNTINS zOPTIONAL---=j'-fjl� f-_ _ � 999 •9 - SEE SEPARATE �1 C �gj �J l� ____J L____. L_____ ALUMIN MFOR 88� --_- (_--- i r----- MULLION p azd�zda - I; _ a __J L___= 11 m fit 0 6 ,—FRAMED L.O.—WIDTH -I-coNn AOPPRWED I WINDOWSUOUS f ALUMINUM MULLION IS USED TYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION oiPI gggg&� D.L.O. WLDTH - WINDOW WIDTH -4 �/g° o 9 D.L.O. LENGTH - WINDOW LENGTH -4 ° z FL #16132.1 I 12-TMW-07 I 19 EXISTING HOST METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN. THICK) STEEL: Py- 36 KSI MIN. ALUMINUM: 6063-T3 MIN. Ix OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. 1/4' MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/e FOR SPACING SEAL SCREW HEADS —WITH SEALANT (TYP.) MAX SHIM ix OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. -EXISTING HOST STRUCTURE �1 TYPICAL SECTION 3 6..11-0. VERT SECT ANCHORS PER ANCHOR SEE MULLION APPROVALS FOR I = SCHEDULE. SEE TYPICAL MULLION TYPE AND SIZE. 2BY WOOD BUCIE ELEVATION FOR SPACING Uz EDGE D151' MAX SHIM — `1/4' MAX SHIM 11/4° MAX SHIM ANCHORS PER ANCHORS PER ANCHOR SCHEDULE. ANCHOR SCHEDULE. SEE TYPICAL SEE TYPICAL ON ELEVATION ON SHEET ELEVATION FOR 2/B FOR SPACING SHEET 2/8 FO caenar. WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SCELEV. ON PAGE 2/8 & ANCHOR 2ART FOR SPACING & QUANTITY TYPE 'A' • 1/4" DIA. ULTRACON BY'ELCO' (Fu=177 KSI, Fy=155 KSI) THRU IBY INTO CONCRETE (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) 1-3/4' MIN. EMBED INTO CONCRETE OR GROUT FILLED ..._.BLOCK. TYPE 'B' - 1/4' DIA. ULTRACON BY'ELCO' (Fu -177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP*2 6=0.55 MIN) 1-1/2' MIN. PENETRATION INTO WOOD TYPE 'V - 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 MIN) (FU=120 KSI, FY -90 KSI) INTO METAL STRUCTURES (5 PINCHES PASS THE THREAD PLANE MIN.) STEEL: %' THK. MIN. (Fy=36 KSI MIN) ALUMINUM: 1/8' THK. MIN. (6063 -TS MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE'D'- 9/18' DIA. ULTRACON BY'ELCO' (FU -177 KSI, FY -155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYPS2 G=0.55 MIN) 1-1/2' MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CONCRETE/GROUT FILLED BLOCK= 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. (FOR TYPE 'B") INTO WOOD STRUCTURE - 1 Y2' MIN. (FOR TYPE -D-) INTO METAL STRUCTURE - %' MIN. FL #16132.1 F 12-TMW-07 se" Nm I� PAmaxecowTsm COVER 8lM 03 T r O� F-+ w N 19 Ind L n a x m v c r m iE n x m v c r m q n� y F. n r N m O z m �g z HOW \ }—EDC�DLSTI Tn: TM WINDOW AND DOOR, LLCt&Z&CMNEEFj't*' _ On NW 1M Ave. POMPANO MVXH, R. 180 SW 12th AVENUE, +x108 . (954) 781.4430 DEERPIELD BPACH, FL 33442 AL (moi 334-M ft (984) MR-" SSS 525 CASH M "mow V FLORIDA STATEWIDE APPROVAL W W W.ENG COM LARGE AND SMI PR45II.EIIW= AIBANKLBs00RDG.P.E-D=Dd1WA7BIN at VM 'v de V Vam mVai I�I�EEI�fJO�. �ti E9�IE��p66EIDE90 4zfv 1�661E�06190EEIDE� L n a x m v c r m iE n x m v c r m q n� y F. n r N m O z m �g z HOW \ }—EDC�DLSTI Tn: TM WINDOW AND DOOR, LLCt&Z&CMNEEFj't*' _ On NW 1M Ave. POMPANO MVXH, R. 180 SW 12th AVENUE, +x108 . (954) 781.4430 DEERPIELD BPACH, FL 33442 AL (moi 334-M ft (984) MR-" SSS 525 CASH M "mow V FLORIDA STATEWIDE APPROVAL W W W.ENG COM LARGE AND SMI PR45II.EIIW= AIBANKLBs00RDG.P.E-D=Dd1WA7BIN I�I�EEI�fJO�. E9�IE��p66EIDE90 1�661E�06190EEIDE� L n a x m v c r m iE n x m v c r m q n� y F. n r N m O z m �g z HOW \ }—EDC�DLSTI Tn: M: r TM WINDOW AND DOOR, LLCt&Z&CMNEEFj't*' _ On NW 1M Ave. POMPANO MVXH, R. 180 SW 12th AVENUE, +x108 . (954) 781.4430 DEERPIELD BPACH, FL 33442 AL (moi 334-M ft (984) MR-" SSS 525 CASH M "mow V FLORIDA STATEWIDE APPROVAL W W W.ENG COM LARGE AND SMI PR45II.EIIW= AIBANKLBs00RDG.P.E-D=Dd1WA7BIN M: r 19 LIS DUAL ARM OPERATOR PARTS I DESCRIPTION OP -106030 LIS DUALARM OPERATOR W ATTACHMENT ANCHORS, FRAME SILL ATTACHED WITH (2) S10x 5/8° PHILLIPS PH, SS, UNDERCUT, SMS, ARM OPERATOR TRACK ATTACHED WITH (3) #8x 3/41 PHILLIPS FH, SS, SMS SCREWS. PIVOT ARM ATTACHED WITH (3) #ex 3/4° PHILLIPS PH, SS, S14S SCREWS. O 0.098 O )? 0 2.989 L SHAPE STUD BRACKET PART # DESCRIPTION OP -tom LSHAPE STUD BRACKEI'LH OP -10727 LSHAPE SiUDBRACKET RH OPS -IMA LSHAPE STUDBRACKET SNAP ONLH OP IGM L SHAPE STUD BRACKET SNAP ON RH 1.094—}-1.094 --}0 50 QO 0 o d ATTACHMENT ANCHORS: INSTALLED AS PER MANUFACTURER SPECFFICATIONS. 0.750 20 1.663 m �p IN�MtWIM9 APPLIED GASKET AROUND SLOT 0.667 MULTIPOINT LOCKING HANDLE PARTS DESCRIPTION PO -2301 I pSMW.iI CWLOCKM HANDLE ATTACHMENT ANCHORS: LOCK HANDLE ATTACHED W1TH (2 510-24 x %- PhT! PHILLIPS ZINC, B -POINT, MS SCREW. LOCK BAR ATTACHED WITH (2) #ex %° PH PHILLIPS, TEKS SCREW, LOCKPIH STRIKER ATTACHED WITH #10 x W FH, UNDERCUT PHILLIPS HEAD, B -POINT, SS SCREWS. 21 MAGNUM HINGES 3000 SERIES, OFFSET 4 -BAR PROJECTION HINGE ATiACHM=ANCHORS: 3) #10x 3/8° PHILLIPS PH, SS, SMS ATTACHED TO THE TOP OF THE VENT HEAD AND (5) #10 x %' PHILLIPS PH, SS, SMS SCREWS }-0.6001 o — —1- -{ 0.435 j- 22 #1549-3 SNUBBER ATTACHMENT ANCHORS: FRAME SNUBBER RECEIVER ATTACHED WITH (2) #10x LONG FH, PHILLIPS, UNDERCUT, B -POINT, SMS SCREWS, FRAME SNUBBER DRIVER ATTACHED WITH (2) S10x %° LONG FH, PHILLIPS, UNDERCUT, B -POINT, SMS SCREWS. FL #16132.1 d 112-TMW-07 I COVER SHEET ll 0 I I Ln 0 N � O _t— o 32001 Qezd250 SASH FLANGE SASH CENTER o N ,Md. M O � O O 12298 32011 FRAME SASH FLANGE NOTE: EXTRUSIONS NOT TO SCALE. S —2.675- 2.154 .6752.154 —{ 9 SASH CORNER KEY (2 PER CORNER) .060 ALUMINUM SHEET EXPOSED EXPOSED SURFACES SURFACES 0.130 S 0.575 f 2.087— —i /, v CORNER) .060 ALUMINUM SHEET y FL #16132.1 112-TMW-07 I r SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIELD BEFORE INSTALLATION OF WINDOW, INSPECT ALL JOINTS TO ENSURE A PROPER SEAL SEAL "Mjjs 'a!jQI Hill �m s$ 0 A ON 112-TMW-07 I CMRBMEET I FL #16132.1 0 w� /Y-�y �/ Florida Building Code Online;\ , j I 11/7/14, 4:07 PM } r NOV 1 2014, JB �w Ergo= Fb is -,xpar fin .,' BCIS Home Log In user Registration Hot Topics p Submit Surcharge Stats & facts Publications F FBC Staff t acts Site Map U ks i Search Busines /)") Professial Product Approval USER: Public User Regulation Product Approval Menu > Product or Application Search > Applic Jgn Us > Appli atlon B FL FL16326 Application Type New Code Version 2010 Application Status Approved Comments Archived. - Product Manufacturer BORANO INC Address/Phone/Email 222 NE 27th Street Miami, FL 33137 (561) 939-3368 sales@borano.com Authorized Signature Sam Hanna sales@borano.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Itect or a Licensed Florida Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Pedro De Flguelredo the Evaluation Report Florida License PE -52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Jesus Gonzalez, P.E. V Validation Checklist - Hardcopy Received Certificate of Independence FL16326 RO COI 13-040 CI.pdf Referenced Standard and Year (of Standard) Standard Year TAS 201, 203 1994 TAS 202 1994 Equivalence of Product Standards Certified By http://floridabuilding.org/pr/pr app_dd.aspx?param=wvGEVXQwtDqujBMjgUlj3N9XSa44NAddlmDniB9XzASi%2bgRKmrnNgUg%3d%3d Page 1 of 2 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Pending FBC Approval Date Approved 11/7/14,4:07 PM Method 1 Option D 04/26/2013 05/01/2013 06/11/2013 FL # Model, Number or Name I Description 16326.1 Borano Series Outswing Wood Doors I Outswing Wood Doors Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16326 RO II DRAWINGS 13-040.pdf Approved for use outside HVHZ: Yes Verified By: Pedro De Figueiredo 52609 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +65/-65 Evaluation Reports Other: Product to be manufactured, designed, and installed FL16326 RO AE 13-040 PER.pdf as per drawing specifications 13-040 Created by Independent Third Party: Yes Sac&c Next Contact Us ::1940 North Monroe Street, Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: L1Ibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine 9 you are a licensee under Chapter 455, F.S., please dick he er . Product Approval Accepts ED® OR ED CreditArd ffi..: SFE http://floridabuilding.org/pr/pr app dtl.aspx7param=wGEVXQwtDqujBMjgUlj3N9XSa44NAddlmDnIB9XzASfA2bgRKmrnNgUg%3d%3d Page 2 of 2 ENGCO, Ina. ev ENGCO Inc. CA 8116 ORANGE DRIVE 201 Engineering Services DAVIE, FLORIDA 33314 Tel.: (954) 585-0304 Fair (954) 585-0305 Engcoinacom PRODUCT EVALUATION REPORT RULE 9N-1005 (1) (d)- EVALUATION REPORT FROM A PROFESSIONAL ENGINEER Report Number. 13-040 1- Data: 4/25/2013 2- Manufacturer: Borano Inc. 222 NE 27th Street Miami - Florida 33137 3- Product Name: Borano Series Outswing Woad Doors 4- Evaluation Entity. Florida Professional Engineer Pedro Paulo M. De Figueiredo - PE 52609 5595 Orange Drive Suite 201 Davie - Florida - 33314 5- Statement of Compliance: This product evaluation report is being issued per Rule Chapter No. 9N-3 section 9N-3.005 (1) (d) of the Department of Community Affairs - Florida Building Commission. The products covered by this report have proven to be in compliance with the Florida Building Code 2010, included but not limited to the following standards: TAS 201, TAS 202, TAS 203 and AFBPA NDS 2005. 6- Product Description: This product is a swing out type door designed, constructed and tested to provide protection from hurricane force winds and wind bome debris (Large & small missile) within the allowable designed pressures and limitations state in this approval. Specification, fabrication and installation are as per drawings 134)40 under the Florida Building Code 2010. 7- Technical Documentation: 7.1 -Approval Document: Drawings number 13-040 prepared by Engco, Inc. on 04/25/2013 sheets 1 through 14 of 14, titled °Borano Series Outswing Wood Doors signed and sealed by Pedro De Figueiredo, PE. 7.2- Test Reports — TAS 202, TAS 201 (Large missile) and TAS 203 as per the Florida Building Code 2010 prepared by Hurricane Engineering & Testing Inc., reports #: 12-4075,12-4076,13-4003,13-1004 12-4077,12-4078,13-4046,13-4047,13-4024,13-4025. 7.3- Calculations: Calculations and design for door anchorage and analysis of test results, prepared by Engco, Inc. on 2/21/13 signed and sealed by Pedro De Figueiredo, PE. 7.4- Product sequential data: New Approval under the current FBC 2010. 8- Limitation and Conditions of use: 8.1— Product to be manufactured, designed and installed as per drawing specifications 13-040, prepared by Engco, Inc dated on 04/25/2013 and signed and sear! by Pedro De Figueiredo, PE. 9- Additional Statements: none 62669 t. APR 2 A 201'4 Pedro De Figueiredo FI. P.E. License: 52609 System ID: 2504 GENERAL NOTES: FLORIDA BUILDING CODE 2010 HVHZ 4 NON HVYZ LARGE t 5MALL M1551LE IMPACT RATED - CODE: T115 PRODUCT 11A5 BEEN TE5TED UNDER PROTOCOLS TAS 201. 202 AND 203 AND DESIGNED IN ACCORDANCE WITH THE FBC 2010 INCLUDING THE NIGH VELOCITY HURRICANE ZONE (HVHZ). 2. DEFINITION: TH15 PRODUCT 15 AN OUT5WING WOOD TYPE DOOR DE5IGNED, CON5TRUCTED AND TE5TED TO PROVIDE PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRI5 (LARGE t 5MALL M1551LE) WITHIN THE ALLOWABLE DE51GNED PRE55URE5 AND LIMITATIONS 5TATED IN TH15 APPROVAL. 3- P05TING: PRODUCT 5HALL BE LABELED A5 PER FBC 2010 SECTION 1715.5.2.1. THE PERMANENT LABEL. MARKING OR ETCHING SHALL PROVIDE TRACEABIUTY TO THE MANUFACTURER AND PRODUCT. THE FOLLOWING 5MALL AL50 BE REQUIRED EITHER ON THE PERMANENT LABEL OR ON A TEMPORARY 5UPPLEMENTAL LABEL APPLIED BY THE MANUFACTURER: INFORMATION IDENTIFYING THE MANUFACTURER.TME PRODUCT MODEU5ERIE5 NUMBER, POSITIVE AND NEGATIVE DE516N PRE55URE RATING, PRODUCT MAXIMUM 51ZE. GLAZING THICKNE55, IMPACT-RE515TANCE RATING if APPUCABLE, THE FLORIDA PRODUCT APPROVAL NUMBER, APPLICABLE TE5T 5TANDARD(5).THE LABEL5 ARE LIMITED TO ONE DESIGN PRE55URE RATING PER REFERENCE 5TANDARD. THE TEMPORARY 5UPPLEMENTAL LABEL 5MALL REMAIN ON THE WINDOW UNTIL FINAL APPROVAL BY THE BUILDING OFFICIAL. 5AMPLE LABEL: °OUT5WING WOOD DOOR LARGE 4 5MALL M1551LE IMPACT RE515TANT BORANO INC. - MIAMI - FLORIDA 4- LOA05: DE5IGNE0 LOAD CALCULATED BA5ED ON THE A5CE 7- i O AND PROVIDED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH 5PECIFIC PROJECT. THE CALCULATED DESIGNED PRE55URE MU5T NOT EXCEED THE ALLOWABLE PRE55URE5 HEREIN SPECIFIED. THE DESIGN PRE55URE5, A5 DETERMINED FROM A5CE 7-10, ARE TO BE MULTIPLE BY O.G. 5- MATERIAL: 5.1- ALL WOOD TO BE WITH MINIMUM 0.55 5PECIFIC GRAVITY CORRECTED FOR 12% M015TURE CONTENT PER ND5 0.58 RAW. DEN5ITY OF BUTCHER BLOCK CON5TRUCTION WITH VENEER 0.535 gkm^3. 5.2- GLAZING: LAMINATED IMPACTED RATED A5 5PECIFIED IN TH15 APPROVAL TABLE Of CONTENTS: SHEET I OF 14 2 OF 14 3 OF 14 4 OF 14 'SOF 14 DESCRIPTION _ GENERAL NOTE5. TABLE OF CO\TE\T5. TE5TED UWT5 NODEL I E1-EVA710N5 MODEL 2 ELEVATiON5 _ MODEL 3 ELEVA110\5_ ^MODEL 4 ELEVAllONS G OF 14 '— MO_DEL5_1 , 2, 3 AND 4 5ECTION5 7 OF 14 MODEL 3 5ECTION5 _ 8 OF 14 MODEL5 I , 2. 3 AND 4 GLAZING DETAIL`+ AND BILL OF MATERIALS 9 OF 14 MODELS 1. 2. 3 AND 4 COMPONENT5 10 OF 14 MODEL 5 ELEVATION5 I I OFD" MODELS 5 5ECTION5. BILL OF MATERIALS AND COMPONENTS 120F 14 FRAMING ANCHORAGE 13 OF 14 QUAUFIED PANELS AND FRAMING CONFIGURATIONS 14 OF 14 5A5H t FRAME A55EMBLY MANUFACTURER: BORANOINC 222 NE 27TH STREET MIAMI. FLORIDA- 33137 TEL.45G 1) 939.3368 FAX :(877) 839-2220 WWW.BORMO .COM 5ALE5@150RANO.COM PRODUCT: BORANO SERIES OUTSWING WOOD DOOR LARGE 4 5MALL M1551LE IMPACT RATED ENGINEERING: TESTED UNITS ENGCO INC. :Aa1+ MAX. MAX. 5595 ORANGE DR. 201 74j• FW� SD F4 DAV1E, FL. 4 Tel.: (954) 585-035-03 04 T 45 F11 74�, F4 DIMR 45 FY WW�V.ENGCOINC,COM _ ? SIDELITE SIDELITE rrrrprnxirx•. ?DE F/, p C� ? ? z � G E Nom•''- •:;0t 52609 �° lL N ST T F ' ? 2013 0NAL 'xx�arr✓pd MODEL I MODEL 4 p,PR 2 Engineer Seal Pedro De Figuelredo - PE 52609 G- FA5TENPR5: A55EMBLY 5CREW5 AND ANCHOR5 5HALL BE A5 5PECIFIED IN THE MODE- 3 REV1510N NOTES; CURRENT 5ET OF DRAWING5. MAX. 74j' FW MAX �45� FW� 7- U5E: IT 5HALL BE THE RE5PON51BIUTY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7.1- THE 5TABILITY OF THE STRUCTURE WHERE THE PRODUCT 15 TO BE ATTACHED = ? ? INSURING PROPER ANCHORAGE. I+ WIND STRUCTURAL PD= +G5 PSP, -G5 P5F 7.2- THE SITE 5PEOFIC',FPOJECT CRITERIA, 51JCM A5 BUT NOT LIMITED TO, LOCAL CODE WIND CYCLIC: P0= +G5 PSP, -G5 PSF REQUIREMENT5. DE5GNED PRESSURES ETC. 7.3- THAT TH15 APPROVNL (5 ADEQUATE TO THE 5FECIFIC PROJECT. N Li IMPACT RATING: LARGE * SMALL MISSILE N 8- DI551M.ILAR MATERIALS MATERIAL5, I\CLUDING BUT NOT LIMITED TO STEEL, THATX ---------- -- ---- - - - -- ---- - - COME IN CONTACT WITH OTHER DI5.51MILAR MATERIALS 5HALL MEET THE REOUIREMENT5 OF 2010 FLORIDA BUILDING CODE. � E �— OPERATING FORCE WATER KC515TANCE: A5TM E331. 11.25 P5F DATE: 0412 512 0 1 3 SCALE: NA (15% OF +75 P5F) DESIGN BY: PPMP MODEL 2 AIR INFILTRATION: A5TM E283 MODEL 5 i FORCE ENTRY: A5TM F588 SHEET I DRAWING #: I OF 14 13-040 C --- 74-' FW--- --- 7`4 CO-- ------- H2 ) ALI IVC INAUI IVC EXTERIOR SIDE ELEVATION RECTANGULAR TYPE PAIR DOOR XX MODEL I RECTANGULAR SWING -OUT PAIR DOOR XX: (MAX. 74 112'X 121 9116') 5INGLE DOOR X: (MAX. 38 318'X 121 9/16') PD= +65 P5F, -G5 P5F / H2 H? �H2 r H2 MODEL I Its— 741—.._-. I j --ausrER n� 1 OPTIONS 1. 3 4 4 5 ANCHORS AI 3'GC OPi IDN 7 ANCHORS AT. 3' dC BOR4 LOCK INSTALL U THE ACTIVE G10 V/ C9) g1OX2 PF L ` AT AV[ U ru T�¢— u T D_ N FRAME ANCHORAGE LAY -OUT SEE SHEET 12 FOR DETAIL5 o x _¢ Z x CLUSTER OF OPT IONS 1. 3 6 4 5 ANCHORS AT 3'CC OPTION 2 7 ANCHORS AT 3'OC In 11 1 71 ANCHORS AT 174 MAX11 SEE SHEET 12 TO SELECT ANCHOR OPT IOP'T IiOrvS LOCK HARDWARE: MANUFACTURER: BORANO INC 222 NE 27TH STREET MIAMI- FLORIDA- 33137 TEL.:(561) 939.3368 FAX :(877) 839-2220 WWW.E)ORANO .COM 3 5ALE5@BORANO.COM PRODUCT: 5�T0pR�ANO 5�Er�R EE55 PLATE SECURED 0a5WING WOOD DOOR TIVE STILE LARGE s SMALL MISSILE ai0X3 PFH SMS IMPACT RATED STRIKE PLATE SECURED TO INACTIVE STILE H2 H2 w q ✓ • H2 e H2 H2 Y (3) a1CX3 PFH SMS ENGCO INC. CABI IG 5595 ORANGE DR. 201 DUMMY HANDLE A 6 D�o G 6 A `6/ STRIKE PLATE SECURED WWW.ENGCOINC.COM B G G rrprrrriirry��� B 6 N ) ALI IVC INAUI IVC EXTERIOR SIDE ELEVATION RECTANGULAR TYPE PAIR DOOR XX MODEL I RECTANGULAR SWING -OUT PAIR DOOR XX: (MAX. 74 112'X 121 9116') 5INGLE DOOR X: (MAX. 38 318'X 121 9/16') PD= +65 P5F, -G5 P5F / H2 H? �H2 r H2 MODEL I Its— 741—.._-. I j --ausrER n� 1 OPTIONS 1. 3 4 4 5 ANCHORS AI 3'GC OPi IDN 7 ANCHORS AT. 3' dC BOR4 LOCK INSTALL U THE ACTIVE G10 V/ C9) g1OX2 PF L ` AT AV[ U ru T�¢— u T D_ N FRAME ANCHORAGE LAY -OUT SEE SHEET 12 FOR DETAIL5 o x _¢ Z x CLUSTER OF OPT IONS 1. 3 6 4 5 ANCHORS AT 3'CC OPTION 2 7 ANCHORS AT 3'OC In 11 1 71 ANCHORS AT 174 MAX11 SEE SHEET 12 TO SELECT ANCHOR OPT IOP'T IiOrvS LOCK HARDWARE: MANUFACTURER: BORANO INC 222 NE 27TH STREET MIAMI- FLORIDA- 33137 TEL.:(561) 939.3368 FAX :(877) 839-2220 WWW.E)ORANO .COM 3 5ALE5@BORANO.COM PRODUCT: 5�T0pR�ANO 5�Er�R EE55 PLATE SECURED 0a5WING WOOD DOOR TIVE STILE LARGE s SMALL MISSILE ai0X3 PFH SMS IMPACT RATED STRIKE PLATE SECURED TO INACTIVE STILE ENGINEERING:V/ (3) a1CX3 PFH SMS ENGCO INC. CABI IG 5595 ORANGE DR. 201 DUMMY HANDLE DAVIE. FL. 33314 Tel.: (954) 585-0304 STRIKE PLATE SECURED WWW.ENGCOINC.COM TU INACTIVE STILE W (4) pIOX3 PTH SMS rrprrrriirry��� D,, 0�`eaB�F'. N 2609 3 *i*_ �. •''tom.» ( • \���� ''ss�ONAL ��JG'a` HARDWARE NOTES: I- SURFACE BOLTS: (4) SURFACE BOLTS BY BORANO PART #H-3 WERE INSTALLED IN THE ACTIVE AND INACTIVE LEAVES AT TOP AND BOTTOM. THE 50TTOM SURFACE BOLTS WERE ATTACHED U51NG LOCK GUIDES FROM THE EDGE OF THE ASTRAGAL AT: 3 718°. 5/8" AND 6 5/8' U51NG (2) #8XI 1/2" 55 PFH 5M5 PER LOCATION. THE TOP SURFACE BOLTS WERE ATTACHED U51NG LOCK GUIDES FROM THE TOP EDGE OF THE ASTRAGAL AT: 3 7/8', 5/8°. 9' AND 18 I/2' U51NG (2) #8 X 1 112' 55 PFH 5M5 PER LOCATION. A LOCK BAR REINF. GUIDE WAS INSTALLED U51NG (2) 912Y3 55 PFH SMS. 2- STRIKE PLATES: 2.1 - FRAME 11EAD 4 SILL: A I 1 /8X2X I I GA THICK 53 STRIKE PLATE WERE INSTALLED ON i LIE HEADER AND SILL U51NG (4) # 1 2X3 55 PFH SM5. THE STRIKE PLATES WERE FLU511 WITH THE SURFACE OF THE SILL AND HEADER 2.2- INACTIVE 3A5H: (3) STRIKE PLATES WERE INSTALLED IN THE INACTIVE LEAP AT CORRESPONDING POSITIONS AND WERE ATTACHED U51NG (4,3,4) # 1 OX3 55 PFH 5M5 STARTING FROM BOTTOM OP THE LEAF 3- DOOR HANDLE: A DUMMY HANDLE WAS INSTALLED ON THE INACTIVE LEAP. 4- ACTIVE DOOR LOCK: A (3) POINT WITH AN ADDITIONAL LATCHING POINT, BORANO # H 1 WAS INSTALLED IN THE ACTIVE DOOR LEAF AT 42° FROM THE BOTTOM OF THE ACTIVE DOOR LEAF. THE LOCKING POINTS WERE AT 13.5, 40.5, 43.375, G8.75 FROM THE BOTTOM OF THE ACTIVE LEAF, THE LOCK WAS INSTALLED U51NG (9) 01 OX2 55 PFH 5M5 AT 10' AND 9' OC AVERAGE FROM THE BOTTOM OF THE DOOR LEAP. 5- HINGES: (4) 4.5X4,5 SOLID 5RA55 HINGES BY 150RANO PART# H-2 WERE ATTACHED TO THE DOOR FRAME AND DOOR LEAVES USING (2) # 12X3 / (2) # 12X 1 1/4 PFH 5M5 AND WERE ATTACHED TO THE DOOR LEAF U51NG (4) # 12X3 PFH SMS. APR % 6 Lv" erf'W"r Seal Pedro De h3u&redo - FC 52609 REVISION NOTES: DATE: 04/25/2013 SCALE: NA DE51GN BY: PPMF SHEET I DRAWING #: 2 OF 14 13-040 EXTERIOR SIDE ELEVATION RECTANGULAR TYPE FAIR DOOR XX MODEL 2 RECTANGULAR SWING -OUT PAIR DOOR XX: (MAX. 74 1/2'X 122 3/4°) SINGLE DOOR X: (MAX. 38 318"X 122 3/4°) PD= +G5 PSF, -G5 P5F MODEL 2 ANCI!DRS S?ACEL' AT '94X1141.;+^ GC / OPi IONS 1, 3 & 4 1 i)/ nNCHGRS 4T 3'OC j OPi ION 7 ANCHORS AT 3.00 J SDRANO 4 LITCK INS ?AL1 E ---7411 - �_ W/ (13)#I0%AT 2VPAViI C -�- ti FRAME ANCHORAGE LAY -OUT TO NACTIVE STILE W/ (3) 11OX2 PFH SMS ti SEE SHEET 12 FOR DETAILS ra o 5595 ORANGE DR. 201 W. u N DAVIE, PL. 33314 Q-- STRIKE PLATE SECURED WWW.ENGCOINC.COM TO INACTIVE STILE W/ <4) #10X3 PFH SMS Vi g ox IIII/IIIIII.. 1/ I EN 9F"r�GF/ S Q U f CLUSTER OF Z Q ~ g OPT IDNS[1, 3 8 4 Q GUIDE SHEAR ROD THE PLATE 5 ANCHORS AT 3•oC OPTION 2 WERE GLUE AND ATTACHED W/ •o��s ••"�w�..,,,� 7 ANCHORS AT 3'OC 7.1 I "�� I 17 14fff1 ANCHORS 17 "'III jI/I�" 'AT MAX. IzOC��"11 SEE SHEET IP TO SELECT ANCHOR OPTIONS 04 ::/ 11�' - 4vxp'_7NE S+LAR PIN 'dl 2/4' 7r7R0': I iGA SC Rfc IN]-_ PIAIL .'/ A CE SHC AR R;;'C. THE PLATE tF ANE ATTACIIEI1;/ LOCK HARDWARE: F12x3 SS PFH SMS AND X14) °iCX 11/2' SS PFH SMS STRIKE PLATE SECURED TCIINACTIVE STILE W/ (4) 4OX? PFH SMS STRIKE PLATE SECURED TO INACTIVE STILE V/ (4) 41OX2 PFM SMS MANUFACTURER: BORANO INC 222 NE 27TH STREET MIAMI- FLORIDA- 33137 TEL:(5G 1) 939-3368 FAX :(877) 839-2220 WWW.BORANO .COM 5ALE5g130RANO.COM PRODUCT: BORANO SERIES OUTS WING WOOD DOUR LARGE 4 SMALL MI-95ILE IMPACT RATED STRIKE PLATE SECURED TO NACTIVE STILE W/ (3) 11OX2 PFH SMS ENGINEERING: ENGCO INC. c,, ,r 5595 ORANGE DR. 201 DUMMY HANDLE DAVIE, PL. 33314 Tel.: (954) 585-0304 STRIKE PLATE SECURED WWW.ENGCOINC.COM TO INACTIVE STILE W/ <4) #10X3 PFH SMS .... IIII/IIIIII.. 1/ I EN 9F"r�GF/ ° No2609 H4 W/ I/2' DIAMX2'LONG g SHEAR PIN W/ 3/4' THROW. I IGA SS REINF. PLATE W/ A GUIDE SHEAR ROD THE PLATE ��Q '•. l,,'��111 WERE GLUE AND ATTACHED W/ •o��s ••"�w�..,,,� (3) #72%3 SS PFH SMS AND `�' �11 <9> #10x 1 1/2• SS PFH SMS ftpR —� 14ii1111111111 S ZQ� Engineer Seal Pedro De Flgueredo . PE 52609 PP1n4:l1A1 AVlTF4. HARDWARE NOTES: 1 - FLUSH BOLTS: THE INACTIVE DOOR LEAP CONTAINED A CONCEALED FLUSH BOLT BORANO PART # H4 WITH 1/2' DIAMX2' LONG SHEAR PIN WITH 3/4' THROW AT TOP AND BOTTOM. THE LOCK CONTAINED AN I I GA 55 REINFORCEMENT PLATE WITH A GUIDE SHEAR ROD AT TOP 4 BOTTOM. THE REINF. PLATE WERE GLUE USING ABHALAND 15OGNP SP 3030 D AND WERE ATTACHED U51NG (3) #1 2X3 55 PFH 5M5 FROM BOTTOM AND (4) #1 Ox 1 1/2' 55 FFH 5M5 FROM INTERIOR EDGE. 2- STRIKE PLATES: 2. 1- FRAME HEAD d SILL: a I X2XO.244 THICK 55 STRIKE PLATE WERE INSTALLED ON THE HEADER AND . ILL U51NG (4) 01 2X3 55 PFH SMS. THE STRIKE PLATES WERE PLUSH +ATH THE SURFACE Of THE SILL AND HEADER. 2.2- INACTIVE 5A5H: (4) O.8XG.9' LONG STRIKE PLATE WERE INSTALLED IN THE INACTIVE LEAP EACH U51NG (4) # I OX2 PFH 5M5. THE STRIKE PLATE WERE INSTALLED TO MATCH THE LOCK POINTS FROM THE BOTTOM OF THE LEAF. THE SECOND STRIKE PLATE HAS TWO CUT-OUTS 3- DOOR HANDLE: A DUMMY HANDLE WAS INSTALLED ON THE INACTIVE LEAP. 4- ACTIVE DOOR LOCK: A (4) POINT WITH AN ADDITIONAL LATCHING POINT, BORANO # H I A WAS INSTALLED IN THE ACTIVE DOOR LEAP AT 42' FROM THE BOTTOM OF THE ACTIVE DOOR LEAF. THE LOCNNG POINTS WERE A5 INDICATED IN THE lLLUSTRATION ABOVE FROM i HE BOTTOM OF THE ACTIVE LEAP. THE LOCK WAS IN5)ALLED U51NG IT 3) # I OX2 55 PPH 5M5 AT 9 3/8' FROM THE BOTTOM OF THE DOOR AND 8' OC AVERAGE. 5- HINGES: (4) 4.5X4.5 SOLID BRA55 HINGES BY BORANO PART# H-2 WERE ATTACHED TO THE DOOR FRAME AND DOOR LEAVES U51NG (4) # 12X3 FFH 5M5 AND WERE ATTACHED TO THE DOOR LEAF USING (4) # 12X3 PPH 5M5. DATE: 04/25/2013 SCALE: NA DESIGN BY: FPMF SHEET DRAWING #: 3 OF 14 13-040 f _ w 14 LI1 EXTERIOR SIDE ELEVATION RECTANGULAR PAIR DOOR O-XX0 WITH 51DELITES MODEL 3 RECTANGULAR5WING-OUT W/51DELITE5 PAIR DOOR XX: (MAX. 74 5/81 X 122 1/4 51NGLE DOOR X: (MAX. 38 7/10 X 122 112°) 51DELITE 0: (MAX. 45'X 122 1/21) PD= +G5 P5F, -G5 P5F 5A5H CONSTRUCTION: THE DOOR LEAP CORNERS AND INTERMEDIATE CONNECTION5 WERE RABBET BUTT JOINED U51NG MORTI5E AND TENON CONNECTION5. BOTTOM. RAIL TO VERTICAL 5TILE: G 3/4 X 3/4 X 17/8` TENON INTO THE STILE TOP RAIL TO VERTICAL STILE: 4 114 X 3/4 X 1718` LONG TENON INTO THE 5TILC INTERMEDIATE RAIL 10 VERTICAL 5TILE: 4 114 X 3/4 X 1 7/8° LONG TENON INTO THE 5TILE INTERMEDIATE RAIL TO HORIZONTAL RAILS: 4 1/4 X 3/4 X 1 7/6' LONG TENON INTO RAILS THE A5TRAGAL WAS ATTACHED TO THE DOOR 5A511 U51NG (1 1) #8X I WOOD SCREWS AT I I "OC. MODEL 3 U ra o w. U N a N g — H f � O x O = ¢ U g a� CLUSTER OF 6 ANCHORS AT 3'OC OPTIONS 1. 2. 3 6 MANUFACTURER: BORANO INC _ ANCHILgS A!_ 74 MAX, :'`Y_ - 222 NE 27TH 5TREE7 MAM;- FLORIDA- 4y 4 � \I`'y-(> 37 TEL.;(%%) 939 33:8 PAX :(877) 839-2220 WWW.DORANO .COM y 15ALE5@BORANO.COM ANCHORS AT MAX. 12' OC SEE SHEET 12 TO SELECT ANCHOR OPTIONS LOCK HARDWARE: SAME A5 5HEET 3 HARDWARE NOTES: I - FLU5H 5OLT5: THE INACTIVE DOOR LEAF CONTAINED A CONCEALED FLUSH BOLT BORANO PART # H4 WITH 1/2° DIAM X2° LONG SHEAR PIN WITH 3/4° THROW AT TOP AND BOTTOM. THE LOCK CONTAINED AN I I GA 55 REINFORCEMENT PLATE WITH A GUIDE SHEAR ROD AT TOP 4 BOTTOM. THE REINFORCING PLATE WERE ATTACHED U51NG (3) # 12X3 55 FFM SMS FROM BOTTOM AND (4) #I OX I 1/2° 55 PFH 5M5 FROM INTERIOR EDGE. THE FLUSH BOLTS WERE 2 5/8" FROM THE VERTICAL END OF THE LOCK STILE. 2- STRIKE PLATE5: 2.1- FRAME HEAD 4 511.1_: A I 1 /2X3XI/4 THICK STEEL STRIKE PLATES WERE INSTALLED ON THE HEADER AND SILL USING (4) #1 2X3 PFH 5M5. THE STRIKE PLATES WERE PLUSH WITH THE SURFACE OF THE SILL AND HEADER 2.2- INACTIVE 5A5H: (4) 0.8X6.9° LONG STRIKE PLATE WERE INSTALLED IN THE INACTIVE LEAP EACH USING (4) # I OX2 PH 5M% EXCEPT 2ND FROM THE BOTTOM WITH (3) SCREWS SAME TYPE. THE STRIKE PLATE WERE INSTALLED TO MATCH THE LOCK POINTS FROM THE BOTTOM OF THE LCAP. THE SECOND STRIKE PLATE HAS TWO CUT-OUTS 3- DOOR HANDLE: A DUMMY HANDLE WAS INSTALLED ON THC INACTIVE LEAF. 4 - ACTIVE DOOR LOCK: A (4) POINT WITH AN ADDITIONAL LATCHING POINT, BORANO # H I A WAS INSTALLED IN THE ACTIVE DOOR LEAP AT 42" PROM THE BOTTOM OF THC ACTIVE DOOR LEAF. THE LOCKING POINTS WERE AS INDICATED IN THE ILLUSTRATION AS PER SHEET 3 OF 14 FROM THE BOTTOM OF THE ACTIVE LEAF. THE LOCK WAS INSTALLED U51NG (15) # 10X2 55 FFH 5M5 AT 8 3/4° FROM THE BOTTOM OP THE DOOR AND 7 7/8° OC AVERAGE. 5- HINGES: (5) 4.5X4.5 SOLID BRA55 HINGES BY BORANO PART# H-2 WERE ATTACHED TO THC DOOR FRAME AND DOOR LEAVES USING (4) # 12X3 PFH 5M5 AND WERE ATTACHED TO THE DOOR LEAP U51NG (4) # 1 2X3 PFH 5M5 PRODUCT: 50RANO 5ERIE5 OUISWWG WOOD DOOR LARGE & SMALL MISSILE IMPACT RATED ENGINEERING: ENGCO INC. CA316 5595 ORANGE DR. 201 DAVIE, FL. 33314 Tel.: (954) 585-0304 WWW.ENGCOINC.COM E f� . N 52609 tk * *5 p_ ST OF d ? •.s��ss�OWAI E��•`� car, p7� 8 e,w,mseal Pedro De Fi pwmdo - PE 52609 REVISION NOTES: DATE: 04/25/2013 5CALf: NA DESIGN BY: PPMP 5HEE7 DRAWING #: 4 OF 14 13-040 OPTIONS 1. 3 6 4 5 ANL -HORS AT 3'OC ly OPTION 2 1 ANCHORS AT 3'OC w U xo Q r Z Z W x ¢ FRAME ANCHORAGE LAY -OUT to 5EE SHEET 12 FOR DETAILS 3 A xw X O < ¢ N !Y W v > -.I CLUSTER OF OPTIONS 1. 3 6 4 5 ANCHORS AT W OC ANCHORS AT MAX. 12' OC SEE SHEET 12 TO SELECT ANCHOR OPTIONS LOCK HARDWARE: SAME A5 5HEET 3 HARDWARE NOTES: I - FLU5H 5OLT5: THE INACTIVE DOOR LEAF CONTAINED A CONCEALED FLUSH BOLT BORANO PART # H4 WITH 1/2° DIAM X2° LONG SHEAR PIN WITH 3/4° THROW AT TOP AND BOTTOM. THE LOCK CONTAINED AN I I GA 55 REINFORCEMENT PLATE WITH A GUIDE SHEAR ROD AT TOP 4 BOTTOM. THE REINFORCING PLATE WERE ATTACHED U51NG (3) # 12X3 55 FFM SMS FROM BOTTOM AND (4) #I OX I 1/2° 55 PFH 5M5 FROM INTERIOR EDGE. THE FLUSH BOLTS WERE 2 5/8" FROM THE VERTICAL END OF THE LOCK STILE. 2- STRIKE PLATE5: 2.1- FRAME HEAD 4 511.1_: A I 1 /2X3XI/4 THICK STEEL STRIKE PLATES WERE INSTALLED ON THE HEADER AND SILL USING (4) #1 2X3 PFH 5M5. THE STRIKE PLATES WERE PLUSH WITH THE SURFACE OF THE SILL AND HEADER 2.2- INACTIVE 5A5H: (4) 0.8X6.9° LONG STRIKE PLATE WERE INSTALLED IN THE INACTIVE LEAP EACH USING (4) # I OX2 PH 5M% EXCEPT 2ND FROM THE BOTTOM WITH (3) SCREWS SAME TYPE. THE STRIKE PLATE WERE INSTALLED TO MATCH THE LOCK POINTS FROM THE BOTTOM OF THE LCAP. THE SECOND STRIKE PLATE HAS TWO CUT-OUTS 3- DOOR HANDLE: A DUMMY HANDLE WAS INSTALLED ON THC INACTIVE LEAF. 4 - ACTIVE DOOR LOCK: A (4) POINT WITH AN ADDITIONAL LATCHING POINT, BORANO # H I A WAS INSTALLED IN THE ACTIVE DOOR LEAP AT 42" PROM THE BOTTOM OF THC ACTIVE DOOR LEAF. THE LOCKING POINTS WERE AS INDICATED IN THE ILLUSTRATION AS PER SHEET 3 OF 14 FROM THE BOTTOM OF THE ACTIVE LEAF. THE LOCK WAS INSTALLED U51NG (15) # 10X2 55 FFH 5M5 AT 8 3/4° FROM THE BOTTOM OP THE DOOR AND 7 7/8° OC AVERAGE. 5- HINGES: (5) 4.5X4.5 SOLID BRA55 HINGES BY BORANO PART# H-2 WERE ATTACHED TO THC DOOR FRAME AND DOOR LEAVES USING (4) # 12X3 PFH 5M5 AND WERE ATTACHED TO THE DOOR LEAP U51NG (4) # 1 2X3 PFH 5M5 PRODUCT: 50RANO 5ERIE5 OUISWWG WOOD DOOR LARGE & SMALL MISSILE IMPACT RATED ENGINEERING: ENGCO INC. CA316 5595 ORANGE DR. 201 DAVIE, FL. 33314 Tel.: (954) 585-0304 WWW.ENGCOINC.COM E f� . N 52609 tk * *5 p_ ST OF d ? •.s��ss�OWAI E��•`� car, p7� 8 e,w,mseal Pedro De Fi pwmdo - PE 52609 REVISION NOTES: DATE: 04/25/2013 5CALf: NA DESIGN BY: PPMP 5HEE7 DRAWING #: 4 OF 14 13-040 I I i Hz - 4 EJ u C {u a uN H2- DG^_R PANEL W I T14 DLCORATIVE )R1 ANG L' CUTS 1/4' ULEP X 1/4' VIDE SPACED AT / 1/2'DC MODEL 4 RECTANGULAR SWING -OUT 1 3141) 51NGLE DOOR X: (MAX. 50 112° X 122 112') PD= +G5 P5F, -G5 P5F MODEL 4 luc 4 VACHETE MODEL 5 POINT LOCK NS' TD TNC ACTIVE v/ (13) 012X3 W AT AVG 8 LOCK HARDWARE: T_ I i i z a 0 �n SiRIKr PLATE SECURED TEJ .,'AMR 'd/ ( 4 ) uIOX2 PGH SMS STRIKE PLATE SECURED TO JAMB V/ (4) 010X2 PFH SMS STRIKE PLATE SECURED T❑ JAMB V/ (3) #1OX2 PTH SMS STRIKE PLATE SECURED TO JAMB V/ C4) #IDX2 PITH SMS I HARDWARE NOTES: 1 I DOOR HANDLE: ACTIVATING THE LATCH WAS INSTALLED AT 42° FROM THE BOTTOM Of THE DOOR. 2- ACTIVE DOOR LOCK: A (5) POINT LOCKING MECHANISM WITH AN ADDITIONAL LATCH, # H I A - 5 POINT BY BORANO, WAS INSTALLED ON THE LEAF. EACHPOINT LOCK PROTRUDED 1371 G. THE CORRESPONDING (5) G 718" X0.80 X 0.1 12' PAINTED STEEL 517RIKE5 PLATE5 VVITM I .73°X0.50" SLOT WERE ATTACHED TO THE DOOR JAMB AS ILLU5TRATED ABOVE 3- MINGE5: (5) 4.5X4.5 SOLID BRA55 HINGES BY BORANO PART# H•2 WERE ATTACHED TO THE DOOR FRAME AND DOOR LEAVES U51NG (4) #1 2X3 PFM 5M5 AND WERE ATTACHED TO THE DOOR LEAF USING (4) # 12X3 PPH 5M5. :0: 1 ej 222 NE 27TH STREET MIAMI- FLORIDA- 33137 TEL.:(5G I) 939-3368 FAX :(877) 839-2220 W WW.BORANO .COM BORANO SERIE5 OUl-9MIIG WOOD DOOR LARGE 4 SMALL MISSILE IMPACT RATED ENGINEERING: ENGCO INC. CA 81 )6 5595 ORANGE DR. 201 DAVIE, FL. 33314 Tel.: (954) 585-0304 WWW.ENGCOINC.COM QE G E Il s'N.Z x N 52609EE _ :• S OF ,9 :'� • •. � 1110 P'" �� /1. 2tt#,/ONAL O 4/11/IN11/N 11 E(191()eer Seal Pedro De heueredo - PE 52609 REM51ON NOTES: DATE: 04/25/2013 SCALE: NA DESIGN BY: PPMF 511EET I DRAWING N: 5 OF 14 13-040 C1 O U p C7 U (L LJ . U fl) 2 FRAME ANCHORAGE d r- 14 LAY -OUT (� SEE 511EET 12 V) E K ^ FOR DETAILS K -- O X S a T X T a 7� us a a F a a 1 c)� I AT I _ANCHORS II" AVG 12•nc "ll rr SEE SHECT 72 TC SELECT ANCHDR_qIGNS VACHETE MODEL 5 POINT LOCK NS' TD TNC ACTIVE v/ (13) 012X3 W AT AVG 8 LOCK HARDWARE: T_ I i i z a 0 �n SiRIKr PLATE SECURED TEJ .,'AMR 'd/ ( 4 ) uIOX2 PGH SMS STRIKE PLATE SECURED TO JAMB V/ (4) 010X2 PFH SMS STRIKE PLATE SECURED T❑ JAMB V/ (3) #1OX2 PTH SMS STRIKE PLATE SECURED TO JAMB V/ C4) #IDX2 PITH SMS I HARDWARE NOTES: 1 I DOOR HANDLE: ACTIVATING THE LATCH WAS INSTALLED AT 42° FROM THE BOTTOM Of THE DOOR. 2- ACTIVE DOOR LOCK: A (5) POINT LOCKING MECHANISM WITH AN ADDITIONAL LATCH, # H I A - 5 POINT BY BORANO, WAS INSTALLED ON THE LEAF. EACHPOINT LOCK PROTRUDED 1371 G. THE CORRESPONDING (5) G 718" X0.80 X 0.1 12' PAINTED STEEL 517RIKE5 PLATE5 VVITM I .73°X0.50" SLOT WERE ATTACHED TO THE DOOR JAMB AS ILLU5TRATED ABOVE 3- MINGE5: (5) 4.5X4.5 SOLID BRA55 HINGES BY BORANO PART# H•2 WERE ATTACHED TO THE DOOR FRAME AND DOOR LEAVES U51NG (4) #1 2X3 PFM 5M5 AND WERE ATTACHED TO THE DOOR LEAF USING (4) # 12X3 PPH 5M5. :0: 1 ej 222 NE 27TH STREET MIAMI- FLORIDA- 33137 TEL.:(5G I) 939-3368 FAX :(877) 839-2220 W WW.BORANO .COM BORANO SERIE5 OUl-9MIIG WOOD DOOR LARGE 4 SMALL MISSILE IMPACT RATED ENGINEERING: ENGCO INC. CA 81 )6 5595 ORANGE DR. 201 DAVIE, FL. 33314 Tel.: (954) 585-0304 WWW.ENGCOINC.COM QE G E Il s'N.Z x N 52609EE _ :• S OF ,9 :'� • •. � 1110 P'" �� /1. 2tt#,/ONAL O 4/11/IN11/N 11 E(191()eer Seal Pedro De heueredo - PE 52609 REM51ON NOTES: DATE: 04/25/2013 SCALE: NA DESIGN BY: PPMF 511EET I DRAWING N: 5 OF 14 13-040 1/9' SHIM MODELS 1, 2, 3 AND 4 - SECTIONS SEE SHEET 10 FOR a y� ANCHORAGE DETAILS B B F£N P 9 13 OR 12 ta�lt 1 --SEE SHEET 12 FOR ANCHORAGE DETAILS e 1 3 B 13 UR 12 13 PIP 8 1 1 B 13 M 12 4 9 -W3 M1 9 429 9 7 DLO--- 7 10 7 PNL-� DOOR OPENING (DD) -----+ -- FRAME WIDTH (Fv) - -- ------ - RIJIIGH OPENING (RD) SL, SHEET 12 FIR _T MANUFACTURER: BORANO INC 222 NE 27TH 5TRET MIAMI- PLORIDA- 33137 TEL.:(5G 1) 939-3368 FAX :(877) 839.2220 WMW BORANO.COM 5AI.E5QB0RAN0.00M PRODUCT: BORANO 5ERIE5 OLYF,9MNG WOOD DOOR LARGE 4 5MALL ML35ILE IMPACT RATED ENGINEERING: ENGCO INC. GAel1G 5595 ORANGE DR. 201 DAVIE. PL. 33314 Tel.: (954) 585-0304 WWW.ENGCOINC.COM DE F/ .o F 52609 X _ `0x 3T F f �•.` engM eer Seal Pedro De hsg ca,edo - PE 52609 REV1510N NOTES: DATE: 04/25/2013 SCALE: NA 025IGN BY: PPMP 5HEET I DRAWING #: G OF 14 13-040 MODELS 3 - SECTIONS SEE SHEET 12 FOR ANf HORAGE DETAILS �1/2X1/8 TAPEV2862 BY TSG AND 995 SILICON[ --00X2 1/2' PFH SNS SPACED AT 9'OC 5 7 fB ❑ DR 12 q e7 SEE SHEET 12 13 DR 12 3j 8 FOR ANCHDRA5E DETAILS 6 114-20X3 FHMS W/ WASHER AND NOT e AVERAGED SPACED AT 11' DC 1/2X1/8 TAPE V2662 BY TSG 1/2X1/8 TAPE V2862 BY TSG 88X2 1/2' PFH SMS AND 995 SILICONE 8 8 AND 995 SILICONE 8 1/2X1/8 TAPE V2862 BY TSG 3 3 AND 995 SILICONE 3 npv �e o � 9 08%2 1/2' PFH SMS SPACED AT 12 3/8'DC 9 08X2 1/2' PFH SMS SPACED AT 12 3/8'OC 9 MAX SIDE LITE FRAME WIDTH (FW)--- ---- DOOR FRAME WIDTH (FW] 1/4' SHIM SEE SHEET 12 FOR ANf HORAGE DETAILS �1/2X1/8 TAPEV2862 BY TSG AND 995 SILICON[ --00X2 1/2' PFH SNS SPACED AT 9'OC 5 7 fB ❑ DR 12 SEE SHEET 12 FOR ANCHORAGE DET.A:LS MANUFACTURER: BORANO INC 222 NE 27TH 5TREET MIAMI- FLORIDA- 33137 TEL.:(561) 939-3368 FAX :(877) 839-2220 WWW.BORANO .COM 5ALE5(a 50MO.COM PRODUCT: BORANO SERIES OUfSWiNG WOOD DOOR LARGE 4 5MALL M1551LE IMPACT RATED ENGINEERING: ENGCO INC. CAeI 16 5595 ORANGE DR. 201 DAVIE, FL. 33314 Tel.: (954) 585-0304 WWW.ENGCOINC.COM �OII�III�Iq��• Q .52609 _1C 1_ 8 OF AW ♦� aPR14 20135,1Ae�r 9ea�6'♦,� Pedro De Figuearedo - PE 52609 REVISION NOTE5e DATE: 04/25/20 , 3 5CALE: NA DE51GN BY: PPMP 5HEET DRAWING: 7 OF 14 13-040 13 DR 12 9 8 6 m e 88X2 1/2' PFH SMS SPACED AT 9'DC 1/2X1/8 TAPE V2862 BY TSG AND 995 SILICONE npv SEE SHEET 12 FOR ANCHORAGE DET.A:LS MANUFACTURER: BORANO INC 222 NE 27TH 5TREET MIAMI- FLORIDA- 33137 TEL.:(561) 939-3368 FAX :(877) 839-2220 WWW.BORANO .COM 5ALE5(a 50MO.COM PRODUCT: BORANO SERIES OUfSWiNG WOOD DOOR LARGE 4 5MALL M1551LE IMPACT RATED ENGINEERING: ENGCO INC. CAeI 16 5595 ORANGE DR. 201 DAVIE, FL. 33314 Tel.: (954) 585-0304 WWW.ENGCOINC.COM �OII�III�Iq��• Q .52609 _1C 1_ 8 OF AW ♦� aPR14 20135,1Ae�r 9ea�6'♦,� Pedro De Figuearedo - PE 52609 REVISION NOTE5e DATE: 04/25/20 , 3 5CALE: NA DE51GN BY: PPMP 5HEET DRAWING: 7 OF 14 13-040 MODELS 1, 2, 3 AND 4 - BILL OF MATERIALS * GLAZING DETAILS GLAZING DETAILS 3/16' ANNEAL GLASS 0.10 GLASSLAM SAFETY PLUS II INTERLAYER H 3/16' ANNEAL. GLASS a `� 14 9 , .:•�t-3,4.5.6,7 S5 - GLASS GLAZING METHOD: GLA55 AND GLAZING STOP WERE WET GLAZED USING DOW 995 SILICONE AND FURTHER ATTACHED U51NG #8X2 PFH 5M5. WOOD PANEL GLAZING METHOD: PANEL AND GLAZING 510P WERE WET GLAZED USING DOW 995 SILICONE. AND FURTHER ATTACHED U51NG #8X2 PFFH 5M5. BILL OF MATERIALS: PART# I DESCRIPTION G 518 X 1 3/4 HEADER/ JAMB _MATERIAL LAMINATED WOOD 2 G 5/8 X 1 3/4 SILL SOLID WOOD 3 7 X 2 114 HINGE 5TILE BUTCHED BLOCK W/ VENEER 4 _ 7 X 2 1/4 LOCK STILE BUTCHED BLOCK W/ VENEER 5 _ _ 7 X 2 1/4 TOP RAIL _ BUTCHED BLOCK W/ VENEER I G 9 3/8 X 2 1/4 BOTTOM RAIL BUTCHED BLOCK W/ VENEER 7 7 X 2 1/4 INTERMEDIATE RAIL BUTCHED BLOCK W/ VENEER 8 314 X 311 G INSIDE MOULDING SOLID WOOD 9 1 1 1/4 X I 1/8 GLAZING STOP SOLID WOOD 10 1 1/2 X 5/8 INACTIVE ASTRAGAL _ 50LID WOOD 11 1 3/4 X 1 1/4 ACTIVE A5TRAGAL LAMINATED WOOD 12 2 114' LAMINATED WD PANEL LAMINATED WOOD 13 112' IMPACT GLA55 LAMINATED ANNEAL GLA55 14 DOW CORNING 995 STRUCTURAL SILICONE 15 1.22X.51 WEAR STRIP ALUMINUM A55EMBLY 5CREW5 # NAILS: PART# DESCRIPTION MATERIAL 51 # 10 X 3' PFH 5M5 ZINC PLATED STEEL 52 #G X 1 1/4" PFH 5M5 ZINC PLATED STEEL 53 18 GA X I' BRAD NAIL GALVANIZED STEEL 54 #G X 1 1/2' PPM 5M5 ZINC PLATED STEEL 55 #8 X 2" PFH 5M5 ZINC PLATED STEEL 5G # 12 X 1 114' PTH 5M5 ZINC PLATED STEEL 57 # 12 X 3" PFH 5M5ZINC PLATED STEEL 58 #8 X 1 1/2' PFH 5M5 ZINC PLATED STEEL 59 # 1 O X 2" PPH SMS ZINC PLATED STEEL DOOR HARDWARE: DESCRIPTION PART# DESCRIPTION MATERIAL H I BORANO 4 POINT LOCK STEEL H2 4.5X4.5 BORANO HINGES SOLID DRA55 H3 BORANO SLIPPAGE BOLTS STEEL H4 I 1 /8'X2'X I I GA STRIKE PLATE 5TAINLE55 STEEL DOOR WEATHER STRIPPING: PART# DESCRIPTION MATERIAL W I CIEBD G50 KERF BY SCHLEGEL 1 W2 ..-- W3 BULB VINYL1 ----------..._._.-_..__.---- QEZD 320 FLAT NEOPRENE _ _...--- BY SGHLEGEL MANUFACTURER: BORANO INC 222 NE 27TH STREET MIAMI- FLORIDA- 33137 TEL .:(5G I) 939-3368 FAX :(877) 839-2220 W WW.BORANO .COM SALESQBORANO.COM PRODUCT: 60RANO 5ERIE5 OUfSWING WOOD DOOR LARGE 4 SMALL MISSILE IMPACT RATED ENGINEERING: ENGCO INC. GAb116 5595 ORANGE DR. 201 DAVIE, PL. 33314 Tel.: (954) 585-0304 WWW.ENG(-OINC.COM rr J/JJIJNy ,,i •.104 ..DENSE F/ L: N 52609 X $ OF f° ty •� per+, P ,i 0• • ••. Ess � ... �.«. �v�?o �� CONAL � r'• app 6 ZOy$•••4«..,......r engineer Seal Pedro De Piguomdo - PE 52609 REV1510N NOTe5: DATE: 04/25/2013 SCALE: NA DESIGN BY: PPMP SHEET I DRAWING #: 8 OF 14 13-040 N --� HEADER/JAMB LAMINATED MAHOGANY WOOD OR SOLID MAHOGANY WOOD 1� 4� 2- SILL 50LID MAHOGANY WOOD 7- -5j 3- DOOR HINGE 5TILE BUTCHER BLOCK MAHOGANY WOOD i- -58 4- DOOR MEETING 5TILE BUTCHER BLOCK MAHOGANY WOOD MODELS 1, 2, 3 AND 4 - COMPONENTS O 2A- ALUMINUM WEAR STRIP 5ECUREO TO SILL W Tn #8%I X14' FIIW5 51-ACEO AT II'OC r 5d— 5- DOOR TOP RAIL BUTCHER BLOCK MAHOGANY WOOD LAMINATED MAHOGANY FOR ARCHED UNIT5 7- DOOR INTERMEDIATE RAIL BUTCHER BLOCK MAHOGANY WOOD MANUFACTURER: BORANO INC 222 NE 27TH 5TREET MIAMI- FLORIDA- 33137 TEL.:(5G I) 939-3368 FAX :(877) 839-2220 WWW.BORANO .COM 8- DOOR INTERIOR PRODUCT; DECORATIVE MOULDING 9- DOOR GIAZING STOP BORANO SERIES SOLID MAHOGANY WOOD 50LID MAHOGANY WOOD OUfSkMNG WOOD DOOR LARGE 4 SMALL MISSILE � IMPACT RATED APR enIA G- DOOR BOTTOM RAIL DRIP CAP ENGINEERING: 50LID MAHOGANY WOOD "V151ON NOTE5- ENGCO INC. CABI IG 5595 ORANGE DR 201 DAVIE. FL. 33314 Tel.: (954) 585-0304 -36 WWW.CN000INC.COM DE Fid rv� D I�e ,.p.r^ •C ENS�s: N 52609 1 8- DOOR INTERIOR `. S .1 DECORATIVE MOULDING 9- DOOR GIAZING STOP A,P''•;•�'� SOLID MAHOGANY WOOD 50LID MAHOGANY WOOD k p•,or•����•` 2 B 2' APR enIA Pedro De figuelredo PE 52000 I� "V151ON NOTE5- I --{ 10- INACTIVE LEAF A5TRAGAL SOLID MAHOGANY WOOD ----- �' I I I I I I I I I 1 t G- DOOR BOTTOM RAIL BUTCHER BLOCK MAHOGANY WOOD I I - ACTIVE LEAP A5TRAGAL LAMINATED MAHOGANY WOOD DATE: 04/25/2013 SCALE: NA DE51GN BY: PPMP 511EET I DRAWING #: 9 OF 14 13-040 MODEL 5 SE_- kflr:. kED INSIDE %ANCL SPACED 4T M%IML!" :7'OC H21- ommaa ammmmm � P N HPI N avvmmvammmvm U O e p z I I FRAME ANCHORAGE U tv x p a .mmmmmmmmmme LAY -OUT a L� O W N ("IIV '✓( E (`71Q I7XCU w V`9JI}l N '71 71 N z K x p X o emvv vme U � ^p H21 a a ammmmmmmmmme I Hzl mmmmmmammmmm c 0 EXTERIOR 51DE ELEVATION RECTANGULAR TYPE SINGLE DOOR X BUTCHER BLOCK ONE SLAB CONSTRUCTION MODEL 4 RECTANGULAR BUTCHER BLOCK 5LAD 5WING-OUT SINGLE DOOR X: (MAX. 45 112"X 121 3/4') PD= +G5 P5F, -G5 P5F 4�II I I II } 4� 1 ANCHORS AT 1 �4j MAX. )2'OL SEE SHEET 12 TD SELECT ANCHOR OPTIONS 4 POINT LOCK MODEL 5000 DY VACHE77E INSTALLED TO THE ACTIVE LEAF, THE MAIN LOCK WAS LOCATED AT 37 7/B• FROM THE BOTTOM LOCK WAS SECURED BY (15) #6X2 PFH SMS SPACED AT WOO AVERAGE AI A2 A3 A4 ALTERNATE DOOR PANELS NOTES: (- ILLU51 RATED ABOVE IS JUST FOR A PEW VARIATIONS OF MANY POSSIBLE COMBINATIONS. 2- COMBINATIONS OF ALTERNATE DOOR PANELS ARE ACCEPTABLE IP DE51GN ARE MADE WITH SURFACE APPLIED MOLDING OVER THE MAIN 2-114' BUTCHER BLOCK SLAB OR VENEER GROOVING. STRIKE PLATE SECURED TO JAMB v/ (4) BIOX2 PFH SHS -STRIKE PLATE SECURED TO JAMB v/ (4) #IOX2 PFH SMS STRIKE PLATE SECURED TO JAMB V/ (3) #10X2 PFH SMS MANUFACTURER: BORANO INC 222 NE 27TH STREET MIAMI- FLORIDA- 33137 TEL :(561) 939-3368 FAX :(877) 839-2220 WWW.BORANO .COM SALES@BORANCECOM PRODUCT: BORANO 5ERIE5 OLJF9MNG WOOD DOOR LARGE 4 SMALL M1551LE IMPACT RATED ENGINEERING: ENGCO INC. EA., 5595 ORANGE DR. 201 DAVIE, FL. 33314 Tel.: (954) 585-0304 WWW.ENGCOINC.COM is Q 0. 2609 t c STAT HARDWARE NOTES: •'•.!�( OQ'o''P� I - DOOR LOCK: A (4) POINT LOCKING MECHANISM MODEL 5000 BY VACHETTE. WAS '' SIDAIAI �G� INSTALLED ON THE LEAF. EACH POINT LOCK PROTRUDED 13/16° AND WERE LOCATED AS PER ILLUSTRATION ABOVE, THE MAIN LATCH WAS LOCATED 37 AA„�r�dj44�, ZO •, Engineer AT 7/1NPR FROM THE BOTTOM OF THE LEAF. THE FOUR POINT LOCK ASSEMBLY WAS 5ea1 Pedro De Pq.predo - PE 52609 ATTACHED TO THI LEAF USING (15) #GX2 PF115M5 1 112° FROM THE BOTTOM AND 7 5/8' OC AVERAGE. REVISION NOTES: 2- 5TRIKE PLATES: THE STRIKE PLATe5 WERE INSTALLED AT THE LOCATIONS CORRESPONDING TO THE LOCK POINTS, EACH STRIKE PLATE WAS ATTACHED TO THE FRAME JAMB U51NG (4) #1 OX 2' PFH5M5 EXCEPT THE STRIKE PLATE CORRESPONDING TO THE LATCH LOCK OR 2ND POINT FROM THE BOTTOM WHICH ONLY USED (3) 11 OX2' PFH5M5 3- HINGES: (4) PIVOTA OX 300 3-D CP SAFE HINGES BY 0A5Y5 WERE A-TACHED TO I HE DOOR LEAF AS PER ELEVATION. THE HINGES WERE SECURED TO THE DOOR JAMBS WITH (4) 5CREW5 ((2) #12X I 1/2' PFH5M5 AND (2) I/4 X 3 114') AND SECURED TO THE LEAP WITH (4) 1102 112' PFH5M5. 4- REINFORCEMENT: (6) 5/8' DIAMETER X 33 314” LONG STEEL ROD5 LOCATED AS PER ELEVATION INSTALLED IN THE BUTCHER BLOCK CONSTRUCTED AREA. DATE: 04/25/2013 SCALE: NA DF51GN BY: PPMF SHEET I DRAW NG#: 10 OF 14 13-040 MODEL 5 - SECTIONS, 61LL OF MATERIALS AND COMPONENTS - ---------------------------------------------------- - I - HEADER/JAMB LAMINATED MAHOGANY WOOD 616 I� 4� 2- SILL. 50UD MAHOGANY WOOD I 1�� I I I 1 I I I J I — I I I I I I — ------- 12.1- DOOR PANEL W/OUT RAILS/ 5TILE5 WOOD PANEL CONTRUCTION CENTER 1 3/8" BUTCHED BLOCK EXTERIOR/ INTERIOR MAHOGANY VENEER a BILL OF MATERIAL5: r- - - FART# DESCRiPTtON MATERIAL 1+ 6 5/8 X 1 3/4 HEADER/JAM13 LAMINATED WOOD 26 5/8 X 1 3/4 51LL 5OUD WOOD 12.1 2 1/4" BUTCHER BLOCK PANEL BUTCHER BLOCK WOOD 15 1.22 X.51 WEAR STRIP ALUMINUM A55EM13LY 5CREW5 4 NAIL.5: PART# DESCRIPTION MATERIAL 51 # I 0 X 3' PFH 5M5 ZINC PLATED 5TEEL 59 # I 0 X 2" PFH 5M5 ZINC PLATED STEEL 510 # 12 X 1 1/2" PFH 5M5 ZINC PLATED STEEL 51 1 I /4" X 3 1/4° PFH 5M5 ZINC PLATED 5TEEL 512 1/4'X 2 112' PFH 5M5 ZINC PLATED STEEL 513 #6 X 2' PFH 5M5 ZINC PLATED 5TEEL DOOR HARDWARE: PART# I DE5CRIPTION MATERIAL H I I MODEL 5000 B1' VACHETTE 5TEEL H21 I PIVOTA DX 300 3-D CP HINGF5 BY BA5Y5 DOOR WEATHER 5TRIPPING: PART# pE5CRIPTION MATERIAL WI QEBD 650 KERF BY 5CHLEGEL-� W3 QEZD 320 FLAT BY SCHLEGEL TYPICAL HORIZONTAL 1/8'X3/16' GROOVE FROM THE ROI AT MAXIMUM I T� i I MANUFACTURER: BORANO INC 222 NE 27TH 51REET MIAMI- FLORIDA- 33137 TEL.:(561) 939-3368 FAX :(877) 839-2220 WJvW.BORANO .COM 12 FOR 5ALE5®150RANO.COM oE AILS PRODUCT: BORANO SERIES CILK9MNG WOOD DOOR LARGE 4 )MALL MI551LE IMPACT RATED I OPENING (DO) NAX. I/4' IE WIDTH (FW)-- — SHIM ROUGH OPENING CRC)— DATE: CW25/2013 5CALE: NA DE51GN BY: PPMF SHEET I DRAWING #: I I OF 14 13-040 ENGINEERING: W ENGCO INC. CA 9115 o _ _ 5595 ORANGE DR 201 ,. DAVIE, FL. 33314 A __ Tel.: (954) 585-0304 WWW.ENGCOINC.COM ® •••,,,,„....DE.F� .• O�/ "CENBF F'o -- ` No 52609 's -- SEE SHEET 12 FOR ANCHORAGE DETAILS •. 'S.ONAL �.��. x w APR 2013`' .......� „Erlgrneer Seal Pedro De Flrq wado - PE 52609 REV151ON NOTES: t L� �J q I SEE SHEET 12 FOR ANCHORAGE DETAILS V1 1 I I I I I I I i I I I I I I I OPENING (DO) NAX. I/4' IE WIDTH (FW)-- — SHIM ROUGH OPENING CRC)— DATE: CW25/2013 5CALE: NA DE51GN BY: PPMF SHEET I DRAWING #: I I OF 14 13-040 MODELS 1, 2, 3, 4 AND 5 - 1=RAMING ANCHORAGE BORANO INC 222 NE 27TH 5TREET MIAMI- FLORIDA- 33137 TEL.:(5G i ) 939-3368 FAX :(877) 839-2220 WWW.BORANO .COM PRODUCT: 50RANO SERIES OL f5W1NG WOOD DOOR LARGE 4 SMALL MI551LE IMPACT RATED ENGINEERING: ENGCO INC. CA8116 5595 ORANGE DR. 201 DAVIE, PL. 33314 Tel.: (954) 585-0304 WWW.EN=INC.COM ••''',�Nt/�rrring4 �r CE BF FZ 52609 t o - T Fes•.' • d nPa 2 F 2Q1 L �,,� Engineer I Pedro De Figuetredo - PE 52909 REIA51ON NOTE5: DATE: 04/25/2013 SCALE: NA DE51GN BY: PFMP 5hEffT I DRAWING #: 12 OF 14 13-040 FRAMING MAX. ANCHOR GE DETAILS MAX, _FRAME WIDTHJIx FW) FRA14E WIDTH I/4' (FV) < MAX +- FRAME WIDTH_ _1/4 WIDTH_ 1/4' 1 1/4' 41 Q ° d AN Z�N EXTERIOR ° ° E ° I EXTERIOR PX BUCK i/q• < 1 FULL BEARING 1HICK MAX. d ° EXISTING STRUC I URE A BY OTHERS EXISTING STRUCTURE OPTION IOPTION 2 OPTION 3 FRAME MOUNTED DIRECTLY INTO 5UB5TRATE WITH MAXIMUM I /4• SHIM AND I /4° TAPCONS $1' ITW FRAME MOUNTED WITH MAXIMUM 1/4` 5HIM AND MAXIMUM I X Pi CONWOOD SPACER SECURED BY I/4° FRAME MOUNTED DIRECTLY INTO 2X PT WOOD BUCKTINUOUS OPTION 4 FRAME MOUNTED DIRECTLY INTO METAL BUILDER WRH I I/4` MIN. EMBEDMENT INTO TAPCONS BY ITW BUILDER WITH I I/4° MIN. EMBEDMENT (5G>=0.55) WJ MAX. 1/415HIM AND SECURED BY R 14 55 WOOD 5CREW5 OR 1/4° TAPCON5 W/ 1 3/8' STRUCTURES W/ MAX. I/4° SHIM. I/4°-20 MASONRY (JAMBS) OR INTO 3000 P51 CONCRETE INTO MASONRY (JAMBS) OR INTO 3000 P51 CONCRETE. EMBEDMENT.. FM 5D5 GR 5 INTO MIN. I/8° A36 STEEL OR (REFER TO EIPVAT1pN5 FOR ANCHORS 01Y.MIN. AND FOR INSTALLATION INTO METAL STRUCTURES USE I/4-20 HWH GRADE 5 SDS (REFER TO ELEVATIONS FOR ANCHOR5 ON. AND (REFER T ALUMINUM. (REFER TO ELEVATIONS FOR ANCHORS CITY. LAY OUT) (REFER TO ELEVATIONS FOR ANCHORS QTY. AND LAY -OUT) LAY -OUT) LA BUCK TO BE PROPERLY DESIGNED BY OTHERS. AND LAY -OUT) I X BUCK TO BE PROPERLY DESIGNED BY OTHERS. BORANO INC 222 NE 27TH 5TREET MIAMI- FLORIDA- 33137 TEL.:(5G i ) 939-3368 FAX :(877) 839-2220 WWW.BORANO .COM PRODUCT: 50RANO SERIES OL f5W1NG WOOD DOOR LARGE 4 SMALL MI551LE IMPACT RATED ENGINEERING: ENGCO INC. CA8116 5595 ORANGE DR. 201 DAVIE, PL. 33314 Tel.: (954) 585-0304 WWW.EN=INC.COM ••''',�Nt/�rrring4 �r CE BF FZ 52609 t o - T Fes•.' • d nPa 2 F 2Q1 L �,,� Engineer I Pedro De Figuetredo - PE 52909 REIA51ON NOTE5: DATE: 04/25/2013 SCALE: NA DE51GN BY: PFMP 5hEffT I DRAWING #: 12 OF 14 13-040 QUALIFIED FRAME AND PANELS CONFIGURATIONS RECTANGULAR XX ARCHED XX 74X122 74X122 RECTANGULAR PAIR O -XX -O -154X 122 51NGLE 0-X-0 -118X122 ELLIPTICAL XX 74X122 ARCHED OR ELUPTICAL O -XX -O PAIR O -XX -O - 154X 122 SINGLE O -X -O - 118X 122 /\ 1/2 ARCHED QUALIFIED FRAME AND PANELS CONFIGURATIONS RECTANGULAR XX ARCHED XX 74X122 74X122 RECTANGULAR PAIR O -XX -O -154X 122 51NGLE 0-X-0 -118X122 ELLIPTICAL XX 74X122 ARCHED OR ELUPTICAL O -XX -O PAIR O -XX -O - 154X 122 SINGLE O -X -O - 118X 122 Al A2 A3 A4 A5 A6 A7 A8 SOLID SLAB ALTERNATE DOOR PANEL5 — NOTE5: I - TNESE ARE JU5T FOR A FEW VARIATIONS OP MANY P05SIBLE COMBINATION5. 2- COMBINATION5 OF ALTERNATE DOOR PANEL5 ARE ACCEPTABLE IF GLA55 DLO AREA AND DLO WOOD PANEL AREA NOT TO EXCEED THE 512ZE5 L15TED BELOW.- ARCHED ELOW: pPR 2 MANUFACTURER: BORANO INC 222 NE 27Th 5TREET MIAMI- FLORIDA- 33137 TEL.:(561) 939-3368 FAX :(877) 835-2220 WWW.BOPMO .COM 5ALE5@50RANO.COM PRODUCT: BORANO SERIES OUT5IMNG WOOD DOOR LARGE k 5MALL M1551LE IMPACT RATED ENGINEERING: ENGCO INC. 8116 5595 ORANGE DR 201 DAVIE, FL. 33314 Tei, (954) 585-0304 WWW.ENGCOINC.COM i�'','4��0 •� DENSF�� ? z' N 52609 >< o E ST T6�OF ' ty It ' /ONAL 2013 ""Engn0005", Pedro De F-LVOIC40 - PE 52609 REV15ION NOTES: DATE: 04/25/2013 SCALE: NA DE51GN BY: PPMP 5HEET DRAWING #: 13 OF 14 1 13-040 1/2 ARCHED 1/2 ELLIPTICAL RECTANGULAR ELLIPTICAL 38X122 38X122 38X122 38X122 Al A2 A3 A4 A5 A6 A7 A8 SOLID SLAB ALTERNATE DOOR PANEL5 — NOTE5: I - TNESE ARE JU5T FOR A FEW VARIATIONS OP MANY P05SIBLE COMBINATION5. 2- COMBINATION5 OF ALTERNATE DOOR PANEL5 ARE ACCEPTABLE IF GLA55 DLO AREA AND DLO WOOD PANEL AREA NOT TO EXCEED THE 512ZE5 L15TED BELOW.- ARCHED ELOW: pPR 2 MANUFACTURER: BORANO INC 222 NE 27Th 5TREET MIAMI- FLORIDA- 33137 TEL.:(561) 939-3368 FAX :(877) 835-2220 WWW.BOPMO .COM 5ALE5@50RANO.COM PRODUCT: BORANO SERIES OUT5IMNG WOOD DOOR LARGE k 5MALL M1551LE IMPACT RATED ENGINEERING: ENGCO INC. 8116 5595 ORANGE DR 201 DAVIE, FL. 33314 Tei, (954) 585-0304 WWW.ENGCOINC.COM i�'','4��0 •� DENSF�� ? z' N 52609 >< o E ST T6�OF ' ty It ' /ONAL 2013 ""Engn0005", Pedro De F-LVOIC40 - PE 52609 REV15ION NOTES: DATE: 04/25/2013 SCALE: NA DE51GN BY: PPMP 5HEET DRAWING #: 13 OF 14 1 13-040 TOP MIDDLE BOTTOM VEKTI L TILES SASH CON5TRUCTION: DOOR SASH AND FRAME ASSEMBLY SEALANT: EXTERIOR PERIMETER WAS CAULKED WITH 51KAFLEX-1 A SILICONE SEALANT. THE BORANO GLUE PART #M3 WAS USED TO GLUE THE MORTISE AND TENON JOINT, ASTRAGAL AND OTHER JOINTS AS WELL AS BUTCHER BLOCK CONSTRUCTION THE TOP. BOTTOM AND INTERIOR RAILS WERE RABBETAND BUTT JOINED WITH A 5 X 0.70X2" LONG MORTISE AND (5" - 8 1121 X 3/4 X (2'-2 7/8') LONG TENON TO THE HINGE AND LOCK STILES USING GLUE. THE ASTRAGAL FOR INACTIVE LEAF WAS FIRST NAILED U51MG 18GA X I BRAD NAILS AND GLUE FURTHER SECURED TO THE LOCK STILE U51NG (9) #6X 1 1/2 PFH SMS AT 13 1 /2"OC IN THE FIELD. THE ASTRAGAL FOR ACTIVE LEAF WAS FIRST NAILED U51NG 18GAX I" BRAD NALL5 AND GLUE FURTHER SECURED TO THE LOCK STILE U51NG (1 0) #8X2' PFH 5M5 AT 12 -OC IN THE FIELD. A DECORATIVE MOLDING WAS ATTACHED AROUND THE INTERIOR GLAZING AREAS U51NG 18GAX I BRAD NAILS. THE RECESSES WERE MADE TO ACCEPT WEATHER STRIP AS DESCRIBED LATER IN THE REPORT, SMS JAMBS �( 3) #10X3 PFH SMS 10�"� SILICONE AT ALL JOINTS FRAME CONSTRUCTION: THE JAM55 WERE RABBET AND BUTT JOINED WITH SILL AND HEADER U51NG (3) # 10X3` PFi5M5 IN EACH CORNER AND SEALED U51NG SILICONE THE JAMB5, HEADER AND SILL HAD A NOTCH CUT -DUI' TO ALLOW THE PLACEMENT OF THE WEATHERSTRIPPING. AN ALUMINUM BAR WAS ATTACMED TO THE SILL TOWARD THE EXTERIOR EDGE AS WEAR STRIP AND ATTACHED BY U51NG #6X 1 114- 55 PFH5M5 AT 6 114' OC MANUFACTURER: BORANO INC 222 NE 271,1 STREET MIAMI- FLORIDA- 33137 TEL.:(561) 939-3368 FAX :(877) 839-2220 WWW.BORANO .COM 5ALES@DORANO.COM PRODUCT: BORANO 5ERIE5 OUf5W1NG WOOD DOOR LARGE & SMALL MISSILE IMPACT RATED ENGCO INC. cAells 5595 ORANGE DR 201 DAVIE, FL. 33314 Tel.: (954) 585-0304 WNN.ENGCOINC.COM DE 's"suwnpi.i Q No. 2609 `t STA F sty �� APR 6 zofs�ONa 00'' Engineer Seal Pedro De R,&,edo - PE 52609 REVISION NOTES: DATE: 04/25/2013 SCALE: NA DESIGN BY: PPMP SHEET I DRAWING #: 14 OF 14 13-040 os / - 8' NOV 12 2 01 4 �' MlAMl�DADE s MSI DADE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATOR IC URCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADIVEMTRATION DIS I T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA). m 1 a nudade. gov/ m nom T. M. Windows LLC 601 NW 12* Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer tivill 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 This product is approved as described herein, and has been designed to comply with the Fi rida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11805" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W08-81, titled "Series 805 Alum. Horizontal Rol ing Wdw. (L.M.1.)", sheets 1 through 7 of 7, dated 09/19/08, with revision D dated 11/15/13, prepared by JAI—Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Produ4, Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dadc County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire 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 NOA# 12-0321.02 and consists of this page 1 and evidence pages &I, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. t ,MI p c tnvnrNOA No. 14-0107.08 Expiration Date: May 13, 2019 A proval Date: February 20,2014 Page 1 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer`s die drawings and sections. 2. Drawing No W08-81, titled "Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08, with revision D dated 11/15/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1-5945, dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E. (Subm#fed tinder NOA No. 09-1110.02) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1-5457, dated 01122/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 09--0105.02) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201.-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"459, dated 01/17/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted tinder NOA No. 09-0105.02) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3995, dated 11/13103, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0120.01) Manuel Pe , V.E. Product Control kon#ner NOA No. 14-0107.08 Expiration Date: - May 13, 2019 Approval Date: February 20, 2014 E-1 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNnNUED) 5. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3946, dated 11/04/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0120. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, revised and updated to FBC-2010 on 02/27/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA#091110.02) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. 3. Notice of Acceptance No. 13-1126. 20 issued to Allnex USA, Inc. for their "UvekolO S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated November 18, 2013, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated February 27, 2012, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NDA#12-0321.02) Afahu6i Peres, X. Product Control saI er NOA No.1 7.08 Expiration Date: May 13, 2019 Approval Date: February 20, 2014 E-2 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. STATEMENTS 3. Laboratory compliance letter for Test Report No. FTL-5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submitted under NOA#09 1114.02) 4. Laboratory compliance letter for Test Report No. FT1,5457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. FTL-5459, issued by Fenestration Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Subntifted under NOA No. 09--0105.02) 5. Laboratory compliance letter for Test Report No.'s FTL-3946 and FTI --3995, issued by Fenestration Testing Laboratory, Inc., dated 11/04 -13/03, both signed and sealed by Edmundo Largaespad'a, P.E. (Submitted under NOA No 04-0120. 01) G. OTHERS I. Notice of Acceptance No. 12-0321.02, issued to T. M. Window, LLC, for their Series "805" Aluminum Horizontal Rolling Window =- L.M.I., approved on 05113/14 and expiring on 05/13/14. I Manuel Perez,M E. Product Control E er NOA No. 14-0107.08 Expiration Date: May 13, 2019 Approval Date: February 20, 2014 E-3 3/16' ANN. CLASS By 'Cytec Industries, Inc.' 480' lnteHcyw 3/16" HEAT STREN'D GLASS SoOez Clear And Color Glass SILICONE . 8y 'Eoetmat Chemical Co.' OE RGS7700 DOW CORNING 995 3/16' ANN. GLASS �r SILICONE &i r -GE ROS7700 DOW CORNING 99S 7/16" OVERALL GLASS 11 TYPE ,A, HEAT STREN'D CLASS 3/18" HEAT STREN'D GLASS 090" Interlayer DuPont SontryGlao \ �By 'E.L DuPont Oe Nemours & Co., Inc.' r-3/16" HEAT STREN'D GLASS 995 `1,__/" 7/16" OVERALL GLASS TYPE 'B' ANN. GLASS .120' Interlayer Uvokol S By 'Cytec Industries, Ins' 3/16' ANN. GLASS SILICONE GE ROS7700 1 / DOW CORNING 995 X �L � TEMP. CLASS 1/4" AIR SPACE 1/8' ANN. GLASS CBO' In or [�Satlez Clew And Color Class �By 'Eastman Chemical Co.' r-1/8' ANN. GLASS DOW CORNING 995 llkn_� 4Nn__j/ I_P�n 1/2' OVERALL GLASS 1/2" OVERALL CLASS 11/16' OVERALL INSUL. GLASS TYPE 'C' TYPE 'DTYPE 'E' GLAZING OPTIONS SERIES 805 ALUMINUM HORIZONTAL ROLLING WDW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS I & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—RADE COUNTY APPR'D WINDOWS USING MIAMI—DACE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. By 'Cytec Industries, Inc.' GLASS TYPE 'A' 3/16" HEAT STREN'D GLASS I SILICONE . 3M Ig OE RGS7700 DOW CORNING 995 3/18" HEAT STREN'D GLASS 090" Interlayer DuPont SontryGlao \ �By 'E.L DuPont Oe Nemours & Co., Inc.' r-3/16" HEAT STREN'D GLASS 995 `1,__/" 7/16" OVERALL GLASS TYPE 'B' ANN. GLASS .120' Interlayer Uvokol S By 'Cytec Industries, Ins' 3/16' ANN. GLASS SILICONE GE ROS7700 1 / DOW CORNING 995 X �L � TEMP. CLASS 1/4" AIR SPACE 1/8' ANN. GLASS CBO' In or [�Satlez Clew And Color Class �By 'Eastman Chemical Co.' r-1/8' ANN. GLASS DOW CORNING 995 llkn_� 4Nn__j/ I_P�n 1/2' OVERALL GLASS 1/2" OVERALL CLASS 11/16' OVERALL INSUL. GLASS TYPE 'C' TYPE 'DTYPE 'E' GLAZING OPTIONS SERIES 805 ALUMINUM HORIZONTAL ROLLING WDW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS I & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—RADE COUNTY APPR'D WINDOWS USING MIAMI—DACE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MAT IALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. CML PRODUCTRRVISED FLA. PEi 70592 as eomplyi� with [be Florida CAN. S Building Code Acceptance No 4 V imtion Delo 2 ! �fa 'Igen tadaPmanctCasaol,� 1 3rarnng no. W08-81 xV un VA af1AW MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GL,A&9 TYPE 18' CLASS TYPE 'C' OUSE TYPE 'D' GLASS TYPE 'E' EXG(+) I IM.(—) 80.0 90.0 90.0 130.01 90.0 1 90.0 1 55.0 1 55.0 79.0 1 79.0 LOADS SHOWN ABOVE ARE FOR YANOOW VEMB WITH SPPoNG LOAQEO ALUMINUM LATCHES, LIMR MAX. LOADS TO 180.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MAT IALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. CML PRODUCTRRVISED FLA. PEi 70592 as eomplyi� with [be Florida CAN. S Building Code Acceptance No 4 V imtion Delo 2 ! �fa 'Igen tadaPmanctCasaol,� 1 3rarnng no. W08-81 THRU WOOD BUCKS INTO MASONRI' 111' MAX. WINDOW 10 1, 8' MN FALSE MUNDNS 3. HEWN (SURFACE APPLIED) AT FIX. MAY BE USED \ n n 32 7/8" 33 1/2" D.L. OPG. D.L OPG. 37 8/8" 9 32 7/8' ).L. OPG 37 5/8" xux a)ara — MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER CLAM TYPB 'A' GLASS TYPE 'B' GLA61i1 TYPE 'C' CIASS TYPE 'E' 4 u 11 u �� 80.0 90.0 90.0 130.0 1 90.0 1 90.0 _ 79.0 1 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRINO LOADED ALUM LATCHES, FOR METAWC SWEEP LATCHES LIMIT MAX. LOADS TO *80.0 PSF. 1 I II I 11 n 32 7/8" 33 1/2" D.L. OPG. D.L OPG. 37 8/8" 9 32 7/8' ).L. OPG 37 5/8" xux a)ara — MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER CLAM TYPB 'A' GLASS TYPE 'B' GLA61i1 TYPE 'C' CIASS TYPE 'E' EXT.(+) 1NT.(-) EXr.(+) 1NT.( �� 80.0 90.0 90.0 130.0 1 90.0 1 90.0 _ 79.0 1 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRINO LOADED ALUM LATCHES, FOR METAWC SWEEP LATCHES LIMIT MAX. LOADS TO *80.0 PSF. 0�3 m TYPICAL ELEVATIONS ADOL ANCHOR REGO. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY FALSE MUNTNS (SURFACE APPLIED) MAY BE USED [M 0 8' MAX. HW/SILL Q CORNERS 2 Ilf., wl ejits XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GIA8.9 TYPE 'A' _ Cam TYPE 'B' E'XT.(+) 1NT.(-) 80.0 90.0 90.0 150.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LMT MAX. LOADS TO 180.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 Er19r.YAO AMLIAD PRODUCTRBVISBD_ •r FLA. C�3 - as eumplyinB whh Oto Ftarida .AtL .5389 � Li�atdillg Code ffi Aaepmnm No '0 NOV�9 y a F.icp-i7ration Dae lq b'' ��e� tA``ialmr7 PrawctConhpt" drawing no. . W08 -s1 A' sheat Q of 7) WINDOW WIDTH 14 7/8' 3' HFAD d �� [M 0 8' MAX. HW/SILL Q CORNERS 2 Ilf., wl ejits XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GIA8.9 TYPE 'A' _ Cam TYPE 'B' E'XT.(+) 1NT.(-) 80.0 90.0 90.0 150.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LMT MAX. LOADS TO 180.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 Er19r.YAO AMLIAD PRODUCTRBVISBD_ •r FLA. C�3 - as eumplyinB whh Oto Ftarida .AtL .5389 � Li�atdillg Code ffi Aaepmnm No '0 NOV�9 y a F.icp-i7ration Dae lq b'' ��e� tA``ialmr7 PrawctConhpt" drawing no. . W08 -s1 A' sheat Q of 7) #10 X 3/8' PH SMS 3 PER CiJP 14 4' LONG WIND LOAD CUP SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. W1 = 1-1/4" X 1/4' WEEPHOLES WITH PLASTIC BAFFLE AT 4-7/8" FROM EACH END AND AT MIDSPAN W2 = 1-1/4" X 1/4' WEEPHOLES AT 4-7/8' FROM EACH END AND AT MIDSPAN W3 = 2" LONG WEEP NOTCH AT EACH END W4 = 1" LONG WEEP NOTCH AT 32' FROM EACH END iii-oAoe c7oW5 naPRoveo 1 MULLION & MULLION ANCHORS I SEE SEPARATE NOA MMI. I 1 II WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE am FOR sPAciNG 1/4" DIA. ULTRACON BY 'ELCO(Fu-m KSI, Fya 155 KSQ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-5/8" MIN. EMBED INTO CONC. OR MASONRY 1/4" TEKS OR SELF DRILUNG SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 0.105" MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8' (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MN. C-90 HOLLOW/FILLED BLOCK AT JAMBS rm a 2000 PSI MN. m a M M La11'�i 7Tai �51 U VAN( �Zd F:mR ET"l JAVAD AtA PROIXJCTREVISED •� f CARL aacumplyinguftllea NTCdda j FIA PE J 78592 Building Code 8 CAN. 39 Acceplanea Ne l f7 8 L-t 9,,ppy pry��jpoo�ayymoon"10DV2 [ MDdS�: Dy i � Miami et drawing no. LW48-81 sheat 3 of STRU TYPICAL ANC� SEE I FOR SPA AV LAYUIJ OX OPPOSITE © 1/4' SWM VENT WIDTH © VENT WIDTH ANX. OPT. TYPICAL ANCHORS SEE ELEV. FOR SPACING 711 II SID EXTERIOR WINDOW WIDTH MIAMI -DARE COUNTY APMD MULLION SEE SEPARATE NDA TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR SCREENS 10RS MAX. TDY WOOD SUCKS 7.0 a 7.a PICAL ANCHORS E ELEV. R' FOR SPACING 0 0 VENTS WITH SPRING LOADED LATCHES—"-' a a u o Engr. JAVAD MAD Cpa PRODUCTRC: lh 0 ascompTYingwithlhaFlmid9 FTr� 0 reasz CAk. 3938 'Ma L%Pna1i Date Nth J2.1 MiamT Fmdugt irs } -- I drawing no. - sheet 4 of� STRU TYPICAL ANM SEE I FOR SPA 1/4' BHM k ] n n Au I,AYUU'l' OX OPPOSITE 1/4' SHIM O VENT WIDTH © VENT WIDTH M4X. WOOD BUCK / I I R I I v.. OPT. I TYPICAL ANCHORS EXTERIOR WINDOW WIDTH MM—RADE COUNTY APPR,O MULLION SEE SEPARATE NOA SCREENS TYPICAL ANCHORS SID: ELEV. FOR SPACING EXTERIOR SCREENS NICHORS KS 1/4' MAX. SHIMS 'By WOOD BUCKS P.? Pv �TY TYPM/d. ANCHORS SEE ELEV. 0 FOR SPACING P b a<m�e S{YERF LATCT3ESJ RBVISHD wiUl lite Florida Code No �ml Dale ifsMido Cootrol i m� � S g $ i ,� ' E-gr:.AwUT MAD PRODUCT CML ��camplying Fth PE d 70.994 'wilding O'A'N''338 /ltleeptance drawing no. -8] aheat5 of 7 I FRAME HEAD 1.480 .077 313 .583 1.420 SILL TRACK 1.071 oez 1.255 TYp. .929 h SILL CLIP ADAPTER FRAME SILL TOP 1.375 41.000 .750 .aee _ .125 1 �0 to WIND LOAD CLIP O TOP & BOTTOM RAIL 1'000 r -1.750-, .054 .125 2.201 1.375 15 MTG. STILE REINF. 085 1.000 .500 .107- - O JAMB STILE .Las 2.312 18 FIX. STILE REINF. .oss 1.298 3- 2.373 L37S I LS48 1.000 .849 1.235 1.750 .062 MEETING STILE 1 (12) VENT LATCH ITEM PART I DUANTTTY DESCRIPTION MA'LCRIAi. MANN./8UPPLMIL/REM"m 1 7M-130 1 FRAME HFAD 8083 -TB - 2 TU -1338 1 FRAME SILL RASE ._._.___..,.__. 6083-18 - '---._.• s 2-134 _ _ 1 FRAME SILL TOP 8063 -Te 4 TM -132 AS REOO. _ FRAME JAMB - VENT 8083 -Te 8 TM -131A AS REDD. FRAME JAMB -FOXED 8083 -TB - ~ 6 TM -138 2/ VENT TOP AND SOtTOM RML 6083-T8 -- - _ 7 1 TM -139 1/ VENT JANE SPIE �.-- 8083-T8 _ TM -140 1/ VENT MEEt= STILE 8083-T6 -- TM-137 1/ VENT FWEO STILE (SPRING LOADED LATCH) 6083-T6 - TM -137A _ 1/ VENT FIXED STILE (SWEEP LATCH) 8083 -TB - k,12 TM -136 1 SILL TRACK INSERT 8083-T8 - TM -135 i SILL CLIP ADAPTER. 12' LONG 6063 -TB AT MIG. STILE LOCATION TM -1181/ _ VENT SPRING LOADED VENT LATCH, 3-1/8' LONG 6083-T8 AT MV SPAN .V 1/ VENT METALLIC SWEEP LATCH - AT 10 SPAN IS X 3/4' 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS 13 TM -141A AS REDD. OWM BEAD (LAMINATED CLASS) 8083-T8 - 13A TM -181 - AS REDD. OLA2MO BEAD (NSUL. IAM. CLASS) 8083-T6 - 14 TM -154 AS REDD. WIND LOAD CLIP, 4' LONG 6063-T8 - 15 1/ STILE MEETING STILE REMFORCING 6063-T8 - 18�.....,.-T_ 2/ STILE FOXED STILE REINFORCNO 6063-Y8 - W31225 AS REDD. FN SEAL W'SIWPPINC (.270' X .220' HIGH) WOOL - -17 IS_ W43371 AS REDD. FIN SEAL WVRIPFINO (.187• X.370• HIGH) WOOL - 19..- _ W43201 AS REOD. FN SEAL W'STRIPPING (.187• X .200• HIGH) WCOL - 20 PSM - ADHESIVE BACK CLOSED CELL FOAM - 7/8• x 1/2• x 1-7/16• LONG 21 - 2/ VENT _ VENT ROLLER HOUSING & OWDE-._. PLASTIC AT EACH END 22 - - _�.. VENT ROLLER/WHEEL _ BRASS - 23 I12 X i• 2/ CORNER nvmE ASSEM8I.Y SCREWS - P.H. PHILLIPS SMS 24 25 010 x 1• - _ 2/ CORNER VENT ASSEMBLY -F". .. .... _. 1/ LATCH VENT LATCH - P.H. PHILLIPS SMS ST. STEEL - 26 W31175 AS REDD. _SPRING _ FIN SFAL VWFi�PINC (.187' X .175' NK01) WOOL - 27 TM -151 1 SILL RISER --_- 8063-T6 - I�-2.3122.312 .058 .OSS .435 .183-^j 1.437' 000 1.237 1.375 1� 1.237 .802 •��2 .540 �. .923 .823 1.750 1.750 13 GLAZING BEAD iJA GLAZING BEAD FIXED STILE (SPRING LATCH) O FIXED STILE (SWEEP LATCH) I (LAM. GLASS) (MSUL. LAM. CLASS) -1 man --d FRAME SILL BASE FRAME JAMB - VENT I O FRAME JAMB - FIXED .082 1.919 1.799 Engr: JAVAO.AHMM CML FIA PE 7058 0.N gq10..Of�S�38g .163 (�,.5 1, Oil ov t 27 SILL RISER REVISED 0Vuh the F46 IoTl do No/4-0107, droning no. W08-81 AiSf;MBLY SCR '1S PH. SMS. 2 810 Y SCRE VS SMS. I11 (2 #,BLY SCREWS SAfS. 4,U �{I�J q1 � I FRAME TOP CORNER I FIXED MTG. RAIL TOP CORN R (4) J12 x1 1/4" PH. SMS. VENT TOP CORNER ASSEMBLY St]tEYIS �I v $ 3=a V9 a � z lad• FISR 2 o u (2) �tASSEMSLY SCREWS 212121 � car o � d •o�t��Tqe FIXED MTG. RAIL BOTTOM CORNER M Engi: e0 PHM n PRODUCT R13VISED m' cut ns rnmpl}dng wBh 1ha Plorlda i FfA PE 7(1592 'rfitlding Cvde $ FRAME BOTTOM CORNER 2) g10YSCREWS SMS. CAN. 59 AIil1=0Noa14 q, ag VENT BOTTOM CORNER Mie91i ed4 uct ! � drawing no. W08-81 sheat 7 of 7 1014 MiAM,DADE W -DADECOUNTY DUCT _ CONTROL SECTION DEPARTMENT OF PERMITTING, RO E R LATO 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATI _ I T {786) 315-2590 F {786} 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade wWyeral 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 PERA - 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "3100 Resistor" Aluminum Storefront/Window Wall System — L.NLL APPROVAL DOCUMENT: Drawing No. ADI 1-21, titled - .......-t,.. .✓ v+ s✓, v Wu UiI .lw i 1, FxvvQlVY Uy Aviv i lilly!lAaG-ililly, 111V., AilyliUU Mau DQWWIPu UY I 1plag waur, 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 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 revises NOA # 09-1022.01 and consists of this page 1 and evidence ga es E-1 and E-2 as well as approval document mentioned above.` The submitted documentation was reviewed by Manuel Perez, P. NOA No. 11-1117.02 M �; Expiration Date: March 31, 2015 Approval Date: February 09, 2012 Page 1 Trulite Glass & Aluminum Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No ADI 1-21, Sheets 1 through 13 of 13, titled "Resistor 3100 Storefront Wall - LMI", dated 09/22111, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5884, dated 05/28/09, signed and sealed by Michael R. Wenzel, P. E. (Submitted under NOA No. 09-10220.1) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203--94 along with marked -up drawings and installation diagram of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5140, dated 01/20/07, signed and sealed by Michael R. Wenzel, P. E. (Submitted under NOA No. 08-1024.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3942, dated 02/03/2004, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NDA No. 05-0906.04) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3634, dated 04/24/2003, signed and sealed by Joseph Chan, P.E. (Submitted under NOA No. 04-1213.01) M nue! P.E. Product Contr E finer NOA No. -1117.02 Expiration Date: March 31, 2015 Approval Date: February 09, 2012 E-1 Trulite Glass & Aluminum Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and 2010, dated 05/23/06, updated on 11/15/11, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE I. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No.114325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 3. Notice of Acceptance No. 084206.01 issued to Solutia, Inc. for their "Saflex HP Glass Interlayer" dated 04/17/08, expiring on 04/14/13. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2007 and FBC-2010, dated 11/14/11, signed and sealed by Yiping Wang, P.E. 2. Statement letter of no financial interest, dated 11/14/11, signed and sealed by Yiping Wang, P.E. 3. Certificate of Amendment to Certificate of Formation of Arch Aluminum & Glass, LLC aware to change its name to: Trulite Glass & Aluminum Solutions, LLC, issued by in State of Delaware, dated July 25, 2011, signed by Grace Kurowska, CFO, Vice President, Treasurer & Secretary. 4. Certificate of Authentication of name change to Trulite Glass & Aluminum Solutions, LLC issued by the Secretary of State of the State of Delaware, dated 07/27/11, signed by Jeffrey W. Bullock, Secretary of State. 5. Florida Dept of State, listing of Trulite Glass & Aluminum Solutions, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. G. OTHERS I. Notice of Acceptance No. 09-1022.01, issued to Arch Aluminum & Glass Company, Inc. for their Series "3100/L-3100" Aluminum Window Wall System — L.M.I., approved on 03/24/10 and expiring on 03/31/15. AAR Manuel Perrms� ,E. Product Control ,Can ger NOA No. l 17.02 Expiration Date: Marcie 31, 2015 Approval Date: February 09, 2012 E-2 FDR HDONMt LBJ "-" "'�. _ 1— REDff01ZC0I0 REQ. aReATFx7xaN eo aL TYPICAL ELEVATIONS SERIES 31GO/L3100 ALUMINUM WINDOW WALL SYSTEM • WINDOW WALL SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE comm APPROVED ENTRANCE DOORS. • CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ), • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE • ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007/2010 FLORIDA BLDG, CODE SECTION 2003.8.4, 2411.3.3.3 & 2326 INSTRUCTIONS: 1,QR�4 AT i Ot' YUIL BEE SH2 STEP L DETERMINE DESIGN WIND LOAD REQUIREMENTS 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 BASED ON APPLICABLE DESIGN LOADS. STEP I CHECK MULLION AND JAMB CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 THRU B. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4: USING CHART ON SHMS 8 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5, THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. *Trufite �6a,L100 M30 3. NIP*wwvr.WOleamn S00 FAIRWAY DRIVE, Sub 200 DEERFIELD BEACH, FL 33441 P. x$13211.861.724 -MM PRODUCT.. Resistor 3100 STOREFRONT WALL-LMI *Resistor CLAMS"a LACY ENGINEERING, INC. LLJ GLAZING CONSULTANT 8110 SW SUNSET DRIVE MIAMI, FL 33173 P'.305-271-0117 Em+R Mor C STAMP. vaw Y[PING WANG, P.E. FLORIDA RE(pBMMON 88983 )L* PRODUCT RITvum BWldftCoCodo�tLe P(mide mmptum I.Vo lI i 117.oZ _ DRAWWi S.L DRU= No: DATE 8-22-11 1 OF 13 TMG; ADII-21 IJ J D.L.O. TV WIDTH all J _u C D.L.O. WIDTH DA -0. WIDTH i 0 0 D.L.O. WIOTH D.L.O. VWDTH, O O D.LO. WIDTH D.LO. WIDTH d -I c 0 D.L.O. MOTH D.LO. WIDTH ALLOWABLE WADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN SE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WRHR4 SQUARE OR RECTANGLE AS SHM IN OOTIED LINES AND WIAINING ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. FOR ALTERNATE SHAPES LIMIT MAX LOADS TO 190.0 PSF SEE SHEET 3 FOR D.L.O. WIDTHS AND HEIGHTS. USE ANCHOR TYPE 'D' AT 3' FROM FRAME ENDS AND 12" O.C. MAX. SPACING. HFAT STREN'D MASS 090 INTERLAYER SAFLEX IIID BY 'SOLUTIA' ri/4' HEAT STREWD CLASS GLASS TYPE W GMS• NOMINAL OVERALL HEAT STREN'D GLASS .100 INTERLAYER SAFLEX HP PVB BY 'SOLUTIA' r1/4' HEAT STREN'D GLASS GLASS TYPES' SMS' NOMINAL OVERALL 1/4' HEAT STREN'D GLASS =0 INTERLAYER SAFLEX 1110 BY 'SOLUTW 1/4' HEAT STREN'D GLASS 1/2' AIR SPACE 1/4' TEMP. CLASS gg GLASS TYPE'A1' 1-01161 NOMINAL OVERALL HEAT STREWD GLASS .100 INTERLAYER SAFLEX HP PVS BY 'SOLUTW 1/4' HFAT STREWD GLASS C F1/9' AIR SPACE 1 /4' TEMP. CLASS GLASS TYPE 131' 1.010' NOMINAL OVERALL 4zTrulite Ones s AL1hONUB sow7roNe• HEAT STREN'D CLASS t4ryx/"A"llamam .OBD' INTERLAYER BW FAIRWAY DRIVE. Sub 2W SENTRYGLAS PLUS BY 'DUPONr DEERFIELD BEACH. FL 33441 1/4' HEAT STREN'D GLASS w '81321LEeWn4-2Dn PROWCh Resistor 3100 II e 3 STOREFRONT WALL-LMI I , GLASS TYPE V 9110° NOMINAL OVERALL GLAZING OPTION *Resistor eusraenaeawm:m>pxe ENGINEER: M ItJL— IVICY ENGINEERING, INC. GLAZING CONSULTANT 0110 SW SUNSETT DRIVE MIAMI. FL 33173 P: 3015-271.0117 ftla Mc'1'Ptwm wl ft net STAIR+: YWING WANG. P.E. FLORIDA REGISTRATION as camplyhm DwwDh FIml" Baubm C04s BxnAL�1umm ENo��5 Daft PraaLrcl XHAWH: S.L ORAYSNO No: ) TE` 9'22'71 2 OF 13 7N0: A0"_21 GLABB LOAD CAPACITY - PBP GLWS LOAD CAPACITY - PBP aws MM OLA88 GIA88 OLUM A' Al' 'B' 'Bl' 'C' NOAtDVAL ODS. MM 'A' MM 'At' CIAO 'B' I GLAD '11' lam C' D.LO. WIDTH DAA. HEIGHT W. (+) W. (+) W. (+) EXT. (+) W. (+) W. (-) INT. (-) W. (-) W. (-) W. (-) 20° 26° 32' 38° 44' 80° BB` 82' 88' 72° w 70.0 BOA 100.0 100.0 100.0 70.0 80.0 100.0 101110 100.0 70.0 80.0 10010 100.0 100.0 70.0 8010 100.0 100.0 100.0 7010 80.0 100.0 100.0 1(OA 70.0 80.0 100.0 loom 100.0 70.0 80.0 100.0 100.0 100.0 70.0 80.0 400.0 1 100.0 100.0 70.0. 100.0 100.0 100.0 70.0 - 100.0 100.0 took 20' 28' 32° 1. 44' w BB• 82' 8B' 72° 74° 7010 80.0 1000 100.0 700.0 70.0 80.0 100.0 100.0 100.0 70.0 SDm 100.0 100.0 100.0 70.0 80.0 100.0 100.0 took 7010 80.0 700.0 100.0 100.0 70.0 80.0 100.0 100.0 100.0 7010 80.0 100.0 loom 100.0 70.0 - 100.0 100.0 10010 1004 100.0vlommo 100.0 100.0 20° 28' 3r 38• 44' 80• 58• 1. Or 72' 80• 70.0 80.0 100.0 100.0 70.0 80.0 100.0 100.0 70.0 80.0 100.0 100.0 70.0 80.0 100.0 took 70.0 80.0 100.0 100.0 70.0 80.0 100.0 100.0 70.0 100.0 100.0 100.0 - - took 100.0 100.0 - - loom 100.0 100.0 - - 100.0 100.0 100.0 20' 28' 3r W. 44° 80' 88• 1. BB° 7r Be. 7010 80.0 100.0 10114 100.0 70.0 8010 100.0 100.0 100.0 70.0 8010 100.0 100.0 100. 70.0 80.0 100.0 1004 700-0 70.0 80.0 100.0 100.0 100.0 7010 100.0 100.0 100.0 7010 100.0 100.0 100.0 - 100.0 1 100.0 100.0 100.0 100.0 100.0 - 100.0 100.0 loom 20' 28° 32' 38' 1° BB' 62' 88' 72' 92' 70.0 80.0 100.0 100.0 100.0 70.0 80.0 100.0 1004 100.0 70.0 80.0 100.0 100.0 100.0 7010 80.0 100.0 100.0 100.0 70.0 80.0 100.0 i0D.O loom 70.0 100.0 100.0 100.0 100.0 100.0 lomo - 100.0 100.0 100.0 - 100.0 100.0 100.0 - - 100.0 1000 - GLABB LOAD CAPACITY - PBP NOMM" DnM aws MM OLA88 GIA88 OLUM A' Al' 'B' 'Bl' 'C' D.LO. WIDTH DAA. him EXT. (+) W. {+) EXT. {+) EXT. {+) EXT. (+) W. (-) WT. (-) WT. {-) IM. (-) In (-) 20" 28" W 38• 44°100.0 00° 131" 70.0 BDA 100.0 100.0 100.0 7010 80.0 10010 100.0 100.0 7010 100.0 100.0 100.0 look 100.0 100.0 100.0 100.0 8910 100.0 20° 28° 39, ... ._ 140° 70.0 80.0 100.0 100.0 100.0 70.0 SDm--L 100.0 100.0 700.0 70.0 - 100.0 100.0 100.0 100.0 100.0. 100.0 100.0 jj M" NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300/04 (3 SEC. GUSTS) STEP 2: GLASS LOAD TABLES *Trulite O nes6ALWOM OOw7lON8� h":ffi mwAwft-m 800 FAIRWAY DRIVE, $00200 DEERFIELD BEACH, FL 3:3941 p, 7X104374132 14 986.724.2089 PRODUCT: Resistor 3100 STOREFRONT WALL-LMI *Resistor W"&eloislpr1al1v - REVN OATE/REMARI6 ENOMER: AGCY EN@M)EEMNO, INC. GLAZ= CONSULTANT 8110 8W SUNSET ORIVE ML M1, FL 33173 F". 308-271-0117 E -L. 1.001 -AwY8n01md *- STAMP: VMG WAND. P.E p 660 33 yl PRODUCTRMSM m ca1Nyia with tim Flaft nwbftg C6 11010 H /// 20►$ By M' Pro0Xa1 KAWN: S.L. DRAWING No: ATL -!-11 3 OF 13 M: ADII-21 C o STEP 2: GLASS LOAD TABLES *Trulite O nes6ALWOM OOw7lON8� h":ffi mwAwft-m 800 FAIRWAY DRIVE, $00200 DEERFIELD BEACH, FL 3:3941 p, 7X104374132 14 986.724.2089 PRODUCT: Resistor 3100 STOREFRONT WALL-LMI *Resistor W"&eloislpr1al1v - REVN OATE/REMARI6 ENOMER: AGCY EN@M)EEMNO, INC. GLAZ= CONSULTANT 8110 8W SUNSET ORIVE ML M1, FL 33173 F". 308-271-0117 E -L. 1.001 -AwY8n01md *- STAMP: VMG WAND. P.E p 660 33 yl PRODUCTRMSM m ca1Nyia with tim Flaft nwbftg C6 11010 H /// 20►$ By M' Pro0Xa1 KAWN: S.L. 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In ,tell 1 7;1 �m o,googg000 =X's t S&Sga ail 4 kip.+.:.00g9ggog4eg oq q o,googg000 mQg4RRnr{n uloggom„I�o, 88�t�oj3trin m g Q 8&°i��iS 0 0 0 Q O O g 0 q .M.19��SB�� 0 p{ O O O Q O O q ty p1 O �B��§�3��MM". O O O O n R n Q O O O m A m m �*:mm ti s�.�.:.o 91 O R s m g ,n,dd R.q�mp a? m m- s m 1 I 1 I I i i I 1 1 1 1 I I 1 1 1 1 1 1 I pa 000q gdogogo�-i od odogtgm q o�mtoa U H.H. THTI Z ) pp qp t(Vy p �mp y b �p �y Q G tV {p O m p o 'fes �y m p p m tV mm N a O W m m y0p N� k V S W IO 9., mm pp yy N g O O W pp mm �mp aa N M M1 O. W 0m t�Vy pp N k V E oo mm �q mm N m +W 4 kip.+.:.00g9ggog4eg oq q o,googg000 mQg4RRnr{n uloggom„I�o, 88�t�oj3trin m g Q 8&°i��iS 0 0 0 Q O O g 0 q .M.19��SB�� 0 p{ O O O Q O O q ty p1 O �B��§�3��MM". O O O O n R n Q O O O m A m m �*:mm ti s�.�.:.o pa 000q gdogogo�-i od odogtgm q o�mtoa ) pp qp t(Vy p �mp y b �p �y Q G tV {p O m p o 'fes �y m p p m tV 4 DOOR NULLI(ON LOAD CAPACITY - PSN 'TR181TE' DOORS IRUUTV SEE SEPARATE NOA 1 1 r - "j I \ I F� I /III I Jllap ["llf // I - J L - - J w1 W2 wt Wt W2 1 ANCHORSIiEOp. WIDTH (W) 2 - W7 + W2 SEE DOOR NOA WIDTH (W) a + 4 2 2 4 TUU' DOORS INTERMEDIATE SEE SEPARATE NOA HORIZONTAL 7 11 m ., Inil I / I / J Al N-4wen. WIDTH Wt + W2 e 2 O DOOR MULLION DOOR NULL[ON W/O RE[NF. WY/ ALUM. REINF. STEP 3: MULLION LOAD CAPACITIES GLAZ�d AlAR9NW 80LU1RllN" NOMINAL DIMS. > °VTmm®Truiite REROINORCING R>IINFORCING WIDTH (W) HEIGHT EXT.(+) / INT.(-) EXT.(+) / MT.(-) 30" 38" 42- 48- 54" 60- 81-1/4- 87.0 87.0 I Awm-mmomm DEFAIRWAYDRIVE.FL33200 DEERFI -91 BEACH. 7243 1 w-OtILeeaa2aaos3 87.0 87.0 87.0 87.0 87.0 87.0 - 87.0 PR001 Resistor 3100 STOREFRONT WALL-LMI *Resistor MASMSYM - 57.0 30" 36" 42- 48° 54" So- 65-t/a- 87.0 87.0 87.0 87.0 87.0 67.0 84.5 87A - 87.0 - 87.0 30. W. 42" 48" 54- 80° 91-1/4" 87.0 87.0 87.0 87.0 REVN ��/ 80.7 87.0 - 87.0 - 87.0 - 87.0 ENGINEER: M MCY ENOINEERING3 INC. GLAZINGCONSULTANT 30" 36" 42 ' 48" 54- 60° 97-1/4- 87.0 87.0 77.8 87.0 88.7 87.0 - 87.0 9110 SW SUNSET DRIVE MIAMI. FL 33173 P -305-27i-0117 Et.% - 87.0 - 79.1 30" 36" 42" a9" 5a• 80" 102" - 87.0 - 87.0 STAMP: YIPM PX FLORIDA EOSa7R 17ON ° P q/�J� a0 y�.•�GEIVSF'., e +` o 65 d * : • �` Nov 1 2011 IL o g7Au s PRo aG' na` ,�//IIIIi11L11, PROD=RE VISED aomP17h8 Dae B7 - 87.0 - 87.0 - 79.9 - 71.9 30- 38• az• 48- w 60" 108• - e7.0 - 87.0 - 57.0 - 79.3�. - 70.5 30- 38- 42" 48" 54" 60. 114- - 87.0 - 87.0 - 77.1 - 87.5ee - eo.o/�lfI.02�15. - 54.0 30- W. 42- 48° 54" 60. 120- - 87.0 - 77.1 - 66.1 - 57.8 ORAWN:. S.L. DRAWING No: 6 OF 13 - 51.4 DATE' 9-22-11 - 46.3 DWG: ADt t-21 Inl C r C 0 yZ Q m ,� @ � A o 9 11SD..Difl/Ooh 4 s r 0 .'' • D< p Q in "� co Sigg R Lei p}� &Q gg g$..i '�w+1 I�imb rm tn�isv�mv@Gv�GbE. mibm y Q t 9�v:i1�.mi •.mi�vv.°1933v99339 q2I bbbbbobbbbbbbbbb4 gg l t� $$ , FRM1�� bW�o�I Ell G6�g .01 Lo 3333 �� Ym m tnm�. ie b7 eobb:. i.bbbmb � mob.. b ma b.. :►i b 4bb j� b m v e w o b v m b b b b b b b bo b b b b b b b b b b b b b b b b b b b b b b t o � IP SIt ge wr'+u�b�5 �m'�G�ib��gv��by Inl C r C 0 yZ Q m ,� @ � A o 9 11SD..Difl/Ooh 4 s r 0 .'' • D< p Q in "� co Sigg R Lei p}� &Q gg g$..i '�w+1 I�imb rm tn�isv�mv@Gv�GbE. mibm y Q t 9�v:i1�.mi •.mi�vv.°1933v99339 q2I bbbbbobbbbbbbbbb4 gg l t� $$ , FRM1�� bW�o�I Ell G6�g .01 Lo 3333 �� Ym m tnm�. ie b7 eobb:. i.bbbmb � mob.. b ma b.. :►i b 4bb j� b m v e w o b v m b b b b b b b bo b b b b b b b b b b b b b b b b b b b b b b t o � IP SIt ge wr'+u�b�5 �m'�G�ib��gv��by I�SyJ�4L���ibL �� � 1 rd DOOR MOLLtON LOAD OAPACITY - PSF AT DODB1E DOOR WITH TRAN�M DOOR MULWON LOAD CAPACITY -PAP' AT DODDIS DOOR WITH TRANSOM N0IHNAL DIMS. BlTHODT PITH RSDi&ORCINO RBINP'DRCII40 NOMINAL D1Ma 111THODT 1IYPH BDINP01✓OR76 R&IIaYORCDt6 94tm1 (WI) WOni N1a) wont iA) tENGrN (y DOOR MULLION LOAD CAPAC117 - P8F WIDTH (Wt) WDTH (Wz> DOOR MULLION LOAD OAPAOITY -PSB �• - 87.0 87A 30` 93' 38° 4Y 48• ea' AT DODHLS DOOR WITH TRANSOM 88.3 B7A AT DODDLB DOOR WITH TRANSOM 83.3 87A 87.0 87A 51.8 87A *Trulite 49.7 Bat NOMINAL DIME. 80.7 e7.o X:fHOTPf lITfB �iPORQNB 9BlNBOROINO 763 a�.o a23 las �" 30" 33' 38' s9• aY 48' $4' $7.o 67.o M. 9PlHODT 1H9'H NQDSD4AT. DIMS. R6IIQWRCDIO R$INFORC880 WIDTH tENOTK tEN10TH EKT.(+) tOfL(+) n+�) w cu wrd-> w�.(a 6LA88 6 A W 69NOM 80LOTtONe' Wroni (W+> tYIDiNt c+�) LENGTH c�a LBNOni n� 0R.(+) EKI'd+) �•c-) �.c-) W1D7tt cW1) 79.a 67.o a3.e 78.6 74.4 87.0 412 712 70.0 87.0 39.0 873 �. 30' 33' 38• �' 4Y 48" �• h9pJlwww.ifu81esm0 800 FAIRWAY DRP/E. Sub 200 98' �' �, 30' SS' 38' 39' 4Y 48' 84' 87.0 B7A tt4' 45.9 78.6 44! 7d7 81.3 87A 78.3 87.0 4z9 74.1 783 87A 41.4 71.6 72.8 W.0 40.0 99.3 8a1 87.0 50' 883 87A OFJ WIEW BEACH, FL 33441 35.8 81.4 �. 9S" Tat 87.0 M. 87.0 87A 41.0 71A 3J` 84.7 87.0 7f0.7 Bal T0.9 87.0 38.6 8&8 Bab 87.0 37.3 849 esa 67.o see 82T 82.8 87.0 p, 900-432.91321 L 984.724.2M 58.8 87.0 32.8 882 �. 36^ 38° 84' 102' 87.0 87A 87.0 87A �. 98' 8&7 87.0 58• 80.9 87A 86• 120' 39.7 �.8 37.3 80.8 8&2 87A 82.9 87.0 38.t 82.4 80.7 87A 82.4 87A PRODUCT: 60.5 b7A 87A B7A 8a4 87A 3a.a 863 89A B7A 4a' �. 42` 492 88.1 823 87.0 M. 30' 33° 38' 38• 4Y atY 36.1 803 80.7 87A 94.0 883 88.8 87A 33.0 87.0 9a7 87A 32.0 88.3 84.8 87A 48' 61.7 87A z8.3 eo9 62.7 87A ae• 48.1 799 _ WIDTH (W2) WIDTH (W1) Resists s4• Be �• 77a a7A 67.0 B7A e7.o e7.o aa• Be toe° 43.a 79.t 30' BOB 87A ss• 4aa 66.t 3100 STOREFRONT WALL-LMI �• s3' �. 38' 38' 67.0 87A 39• 47.8 82.4 39' 48.1 79.8 84.8 87A �. aY 49' e19 67A 7a8 87A aY aaa na 48' 42.1 MA *Resistor 9,mso mWP9DT29147N� REVN DATE/REMARKS 84' 71.8 87A B4' 30.9 88A 30' 87.0 87.0 30' aa9 612 93' 84A 87.0 9Y a82 7B.3 �. 38' 38' 4a' B0.7 87.0 77.7 87.0 74.8 67A �. 38' 49.7 76.6 39' 422 73A 42' 40.8 70.9 ENGINEER M 89.7 67A 48' 48' Sas 8a3 eba s7.o 78.0 87.0 aa^ ea' t1a° 3e.t ea3 30' 4a.0 72.8 6ACY ENGINEERING, INC. GLAZING CONSULTANT �' 7&i 67,0 0110 SW SUNSET DRIVE 33' 33' 40.8 70.9 �. 38' 30' 4Y J8' 98.3 88.0 39' 98.1 BAO 42' 57.0 94A MIM. FL 33173 R 308.271-0117 Emelt MC1 saw 73.4 87A 7D.9 87.0 883 87.0 72• 48' 84.2 87A 46' 543 80.4 STAMP: 84' 60.4 67A 84' 33:1 872 YIPIN G WANG, P.E. �. 30' 33' 38' U. T0.0 87.0 87.3 87.0 30' 38.9 86.1 33' 3&0 8&7 S8" 38.7 83.4 FLORIDA REOISTRAnON PE �Je\v4G W 4•N'�ei '•% y�y`� No�'� «*.0 wov Am "9 t gTATE OF 843 87A �• %SS, �� •. 'otoo, QN�A�11r'••. 01 6�y1t �*0 E(mtd9 Apm000M0 �I��yM/�JJi/J���s, H/gdlmim DaulwaaRar...- Ry STEP 3: MULLION LOAD CAPACITIES 51" °A� 9-22-" DRAWING N0: S OF 13 DWG: ADII-21 DOOR MOLLtON LOAD OAPACITY - PSF AT DODB1E DOOR WITH TRAN�M DOOR MULWON LOAD CAPACITY -PAP' AT DODDIS DOOR WITH TRANSOM N0IHNAL DIMS. BlTHODT PITH RSDi&ORCINO RBINP'DRCII40 NOMINAL D1Ma 111THODT 1IYPH BDINP01✓OR76 R&IIaYORCDt6 94tm1 (WI) WOni N1a) wont iA) tENGrN (y IDIT.(+) t9G.(+) IM.(-) 64Td-) WIDTH (Wt) WDTH (Wz> LeNroTtl W tE1107H (u exT.(+} tDT.(+) �d-) �d-) �• �' 33' 38' 39' 4Y 49• 87.0 87A 30` 93' 38° 4Y 48• ea' �• toe° 88.3 B7A 87.0 87.0 83.3 87A 87.0 87A 51.8 87A 87.0 87A 49.7 Bat 88.8 87A 4&1 832 80.7 e7.o ab.t Tat 763 a�.o a23 las �" 30" 33' 38' s9• aY 48' $4' $7.o 67.o M. So• 53' J9' 39• aa' 48' 84' a93 eas 87A 67.0 a7.9 828 88.1 87.0 4a4 !m2 fiza e7.o sae n9 79.a 67.o a3.e 78.6 74.4 87.0 412 712 70.0 87.0 39.0 873 �. 30' 33' 38• �' 4Y 48" �• �' 98' B4.B 87.0 �, 30' SS' 38' 39' 4Y 48' 84' 80' tt4' 45.9 78.6 44! 7d7 81.3 87A 78.3 87.0 4z9 74.1 783 87A 41.4 71.6 72.8 W.0 40.0 99.3 8a1 87.0 37.8 8&1 84.0 87A 35.8 81.4 �. 30' 93' 38' 39" aY 48' Ba' Tat 87.0 M. 30' 33' SB' 39' aa• 48' 84' 41.0 71A 73.4 87.0 7f0.7 Bal T0.9 87.0 38.6 8&8 Bab 87.0 37.3 849 esa 67.o see 82T 82.8 87.0 54.3 88.5 58.8 87.0 32.8 882 �. aa• 46' �• 84' 102' 873 87A �. 39' aY 48' �' 86• 120' 39.7 �.8 37.3 80.8 8&2 87A 82.9 87.0 38.t 82.4 80.7 87A 82.4 87A 30.4 BI3 60.5 b7A 3« 88.4 8a4 87A 3a.a 863 89A B7A 30.4 62.8 �. 30' 33' 38' 39' 4Y as• 84' 823 87.0 M. 30' 33° 38' 38• 4Y atY 36.1 803 80.7 87A 94.0 883 88.8 87A 33.0 87.0 9a7 87A 32.0 88.3 84.8 87A 91.0 89.7 61.7 87A z8.3 eo9 469 659 _ WIDTH (W2) WIDTH (W1) DOOR MOLLtON LOAD OAPACITY - PSF AT DODB1E DOOR WITH TRAN�M DOOR MULWON LOAD CAPACITY -PAP' AT DODDIS DOOR WITH TRANSOM N0IHNAL DIMS. BlTHODT PITH RSDi&ORCINO RBINP'DRCII40 NOMINAL D1Ma 111THODT 1IYPH BDINP01✓OR76 R&IIaYORCDt6 94tm1 (WI) WOni N1a) wont iA) tENGrN (y IDIT.(+) t9G.(+) IM.(-) 64Td-) WIDTH (Wt) WDTH (Wz> LeNroTtl W tE1107H (u exT.(+} tDT.(+) �d-) �d-) �• �' 33' 38' 39' 4Y 49• 87.0 87A 30` 93' 38° 4Y 48• ea' �• toe° 88.3 B7A 87.0 87.0 83.3 87A 87.0 87A 51.8 87A 87.0 87A 49.7 Bat 88.8 87A 4&1 832 80.7 e7.o ab.t Tat 763 a�.o a23 las �" 30" 33' 38' s9• aY 48' $4' $7.o 67.o M. So• 53' J9' 39• aa' 48' 84' a93 eas 87A 67.0 a7.9 828 88.1 87.0 4a4 !m2 fiza e7.o sae n9 79.a 67.o a3.e 78.6 74.4 87.0 412 712 70.0 87.0 39.0 873 �. 30' 33' 38• �' 4Y 48" �• �' 98' B4.B 87.0 �, 30' SS' 38' 39' 4Y 48' 84' 80' tt4' 45.9 78.6 44! 7d7 81.3 87A 78.3 87.0 4z9 74.1 783 87A 41.4 71.6 72.8 W.0 40.0 99.3 8a1 87.0 37.8 8&1 84.0 87A 35.8 81.4 �. 30' 93' 38' 39" aY 48' Ba' Tat 87.0 M. 30' 33' SB' 39' aa• 48' 84' 41.0 71A 73.4 87.0 7f0.7 Bal T0.9 87.0 38.6 8&8 Bab 87.0 37.3 849 esa 67.o see 82T 82.8 87.0 54.3 88.5 58.8 87.0 32.8 882 �. 30' 33' 38° 39' aY 48" �• 80' t0a" 873 87A �. SD' 33' 38' �' aa• 48' �' eM 120' 39.7 �.8 37.3 80.8 8&2 87A 82.9 87.0 38.t 82.4 80.7 87A 34.9 80.4 s6.7 87A 333 sa.6 89.0 67.0 319 860 81.7 67.0 30A 81.8 �. 30° 53" 39" 98' 42' ae• a4^ 89.7 87.0 M. J3° 38' J8° 4Y a9• 343 68.7 Qa7 87.0 53.4 679 88.8 87.0 324 8d0 86.0 87.0 31.4 84.4 83.3 87.0 30.6 52.9 602 s7A sae 60.0 a73 sz2 agb 6000'i,.g' °b�L$�w: bb€$t�v � Ybtgg5£$5 bb w$R6'u$gib��ggbfb �b�b�b�$ ��0 m+i gSbo5bbbbF 0. 00bbo bbbboobbob $$ilbbbb1$QR@Rgg$$b b S.- % v $ b$bR$1j!jl$111bb5!1 &.er .i!• �o� b� � 8yqg^i`�bRb���bv4aJb$¢$$¢g�+'$�� �d e ®�gg$bb2$� �,+ aui•t I�e$$b$om� y' -b b{ 5$vb$b$� d�$ :ilgm€:lm I;;L191M bibbb65b5l I o b b6b56bb$e12.1bbbobbbb!lif i POb���$`@$� e D CSA 1 rV SEi4 ggM- wa �tlt l H 'dd#1814 io ♦m 0 0 0 o b b o o b b bob b� � 8yqg^i`�bRb���bv4aJb$¢$$¢g�+'$�� �d e ®�gg$bb2$� �,+ aui•t I�e$$b$om� y' -b b{ 5$vb$b$� d�$ :ilgm€:lm I;;L191M bibbb65b5l I o b b6b56bb$e12.1bbbobbbb!lif i POb���$`@$� e D CSA 1 rV SEi4 ggM- wa �tlt l H 'dd#1814 io ♦m 0 0 0 o b b o o b b bob A . e e • EDGE Tyr - A e FOR g I NOTE: MULLIONS SHOWN IN DASHED LINES ARE NOT PART OF THIS APPROVAL WOOD BUCKS AND METAL STRUCTURE NOT BY TRUUTE. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS AT WINDOW WALL SYSTEM: SEe afar. Frog s1roxNG TYPE 'A'— •I,/4' DIA ULYR40ON BY 'ELCO' (Fw177 KS4 fy�188 KSO INTO 23Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8' MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC, OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'— Ile DA ULTRACOH BY 'ELCO' (Fu 177 K% "188 10) DIRECTLY INTO CDNC. OR MASONRY 1-8/8" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'— 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS INTO MIAMI—RADE COUNTY APPROVED MULLIONS (1/8' THK. MIN.) INTO METAL STRUCTURES STEEL :1/8- THK. MIN. (Fy — 38 KSI MN.) ALUMINUM : 1/8' THK. MN. (8083—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE ' INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTOWOOD STRUCTURE a 1' MIN. INTO METAL STRUCTURE - 3/4" MIN. 11 WMAI i i IspqI"��!� TYPICAL ANCHQRS AT ALTERNATE WINDOW SHAPES: SEE MiM7 2 FOR SPAMG TYPE 'D'- ,5/18" DLA. ULTRACON BY 'ELCO' (Fw177 KG. "188 KM) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8' MN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-8/8" MIN. EMBED INTO CONC. OR MASONRY TYPE 'D'— 5/18' DIA SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—MADE COUNTY APPROVED MULLIONS (1/8' THK. MIN.) INTO METAL STRUCTURES STEEL : 1/8" THK. MN. (Fy - 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083 -TS MN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 3-1/8" MN, INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT NEAR, SILL OR JAMBS f'e - 3000 PSI MIN. C -SO HOLLOW/FILLED BLOCK AT JAM85 Cm - 2000 PSI MN. *Truiite GLA888 ALIS" SOLUTKINB' UI1pYAueiv &uft.aotn B00 FAIRWAY DRIVE, Stdle 200 DEERFIELD BEACH, FL 33441 p.80D432-0132IL 884-724 2083 Resistor 3100 STOREFRONT WALL -LMA *Resistor DOM68T01W I4t0mm048m ENCINEM MIL MCY ENI INEERIN®. INC. GLAZING CONSULTANT 8110 SW SUNSET DRIVE MIAMI. FL 33173 P: 308-271-0117 rxreT:la:v, STAMP: YIPNG WANG. P.E. STATE OF N: SL. DRAWING Na. 9-22-" 10 OF 13 AD11-a1 T OP MAX. FRAY OAP HEIGHT MIN. I MA%. 00• 3/1e• 1-1/B• 72' 1/4' 1-1/e' 84' 1/4' 1-1 S' Os' 3/S" 1-1/S' 100' 3/B• 1-1/S• 100' 1/Y 1-1/s' MAX. PRAAIE MAIC, ON+ AT 1f9DTN EACH SmE 30 FT. s0 FT. ALTERNATE SEAL4NTS AT JANE GAPS CAN BE DESIGNED SY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. cTrullte OLMO&AUJIMM soLVnae�' h" sW FAIRWAY DRIVE, M0200 DEERFlELD BEAM, FL 33441 p, BOO432.3932I I. IIM-M4-4083 PRODUCT; Resistor 3100 STOREFRONT WALL-LMI *Resistor euersemrwrmwwmtt� Rm DATE/RlWW DKENEFJC AGCY ENGINEERINO, INC. OLAZWO CONSIR.TANT 0110 SW SUNSET DRIVE NVVA, FL331T3 P:30627f0'11T EmeB: MCY. wae.BOYfa�veminemm STAMP; YIP= WAND, P.E. LO ee ��0 : q/V'��s ` yN. !-; lVyF.0 i� p,aiN0 t STATE OF OwwN0: e-�-" 11 OF 13 AD71-at 0 ON SHEETS 8 THRU --------- MIAMI–OADE COUNTY APPROVED IMPACT RES44TANT TRANSOM @L o. OF ANCHORS AT WOR MIWON N • 0 ANCHD MI rro� WILLII 011H FDL UTE AT DOOR AT FOL LRE AT DOOR i / I \ \ I / \I/ SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA OR WINDOW WALL SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. MWdI–DARE COUNTY APPROVED IMPACT RESISTANT WOR �-�---------- TOTAL NM OF A MW AT DOOR YULUOR SILL W.1 WRN thAll. LRE AT DOWt AT FOf. LRE Aa DWR 2 2 CHARTS SHOWN ABOVE APPLY TO ABOVE CASES ONLY. TOTAL NO. OF ANC M AT M AAD.UON IM AAA W O MULLMN WmI Tm DOOR AT tNI. UTE AT ODOR — —�//r. i JF +I � I TOTAL NO. OF ANOWS AT DOW RMAI.B.V 80.L Mt IP ANCHOED AT FOL O.F.L. AT R1L l7fE AT OWR *Trulite QL=AAU M=MBOWf10N0• ht{plAYww.trOOteaan 800 FAIRWAY DRIVE. Sub 200 DEERFIELD BEACH, FL 33441 w �o4az.3t3a � r, 089-T24.�83 PRODUCT: Resistor 3100 STOREFRONT WALL-LMI *Resistor mAorsemwaTd ENGINEER: mj— MCY ENGINEERING, IN6 GLAZING CONSULTANT 0110 SW SUNSET DRIVE MWMI, FL 33173 P:30&271 -Ml? FOA.. MCY STAMP: YMO WANG, P.E. FLORIDA REGISTRATION * PRODUCT REVISED as omOpwm Whh ORo 8wdb Acca*4 �� 11 awkwa Nm rtlD 2Df 5 BY. M DRAWN: S.L. I DRAW7NO No: D"' O't1 12 OF 13 D4RT: A011-21 __j (2) #3101 — FRAME HEAD/SILL/JAMB #3102 — INTERMEDIATE VERTICAL/HORZONTAL 1.844- 1 .238 m —1.7W—+! #3103 - GLASS STOP 3.780 #3208 STEEL MULLION REINFOR. #H63 — GLAZING GASKET 3.888--y .806 .670 O .722 D0�NOTE: 2 DETAIL ABOVE SHOWS CONNECTION OF HORM01 .800 2866 MEMBERS TO VERTICAL FRAMES. JAMB AND MUL ® WITH OR WITHOUT REINFORCEMENT. SEE SHEET X3104 -SHEAR BLOCK / ALUM. MULLION REINFOR. FOR OPITONS. ® Tru I ite 8� FAIRWAY DRNE, &Lte 20D DEERFIELD BEACH, PL 33441 w aoeasaal3z I c 88472x2083 PRODUCT: Resistor 3100 STOREFRONT WALL-UWI *Resistor ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 8110 SW SUNSET DRNE MIAMI. FL 33173 P.'305-271-0117 E9m8 AICY �,par.A�lRanigx6gcora STAMP: PIPING WANG. P.E. 0 ggg s8yy11 C�.�� a Ptftetnen►e►°1'°1°,, 4: Su- ORAWWO No: 8-�-" 13 OF 13 ADi1-21