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REV-17-2133 A Q, Miami Shores Village . � CiFTVTED Building Department a.AG 4 0,l10050 N.E.2nd Avenue, Miami Shores,Florida 33138Tel:(305)795-2204 Fax:(305)756-8972 . INSPECTION LINE PHONE NUMBER:(30S)762-4949 (WS FBC20 � `� � (� - `{ - BUILDING Master Permit No. g V 1s'S� PERMIT APPLICATION Sub Permit No.-3z\) F4 - 2i33 ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:_��o2�J� tas S- City: Miami Shores County: Miami Dade Zip: r Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):_<t/t rc, L i fz en be(� Phone#: Address: 0 1il(' 's S City: &i djw• l /'1,1J fC?�, State: Zip: 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company/Name: On, "tct)C,+ Phone#: ' Address: 1700 L- �,►; � v City: ra e 1 State: _ �� Zip: Qualifier Name: i C: J foo �^// % Phone#: State Certification or Registration#: C, .f S C/ Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: i `Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration NfJew ❑ Repair/Replace El Demolition Description of Work:�� AQyb( e- W,Aloy .JVn Y, y.V ,.• Y. ,s''-'•�r�-4'�a""��C/"� 0 14 i��71'i Specify rolor•of color,thYVtile: ; F(,ti. _ �.=4 ' Submittal Fee$ ?�e Permit Fee$ CCF$ CO/CC Scanning Fee$ Radon Fee$ DBPR$ Notary 591'� Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ � , TOTAL FEE NOW DUE$ / " _._ I (Revised02/24/2014) Bonding Company's Name'(lf applicable) Bonding Company's Address P City State Zip i.— - : r.C.tl Mortgage Lender's Name(if`applicable) Mortgage Lender's Address City a A. a State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work''+will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500'+the a'p'plicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commenc 1 went must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is Zissued. lnabsence of such posted notice, the inspection will not be approved and a r n ection fee will be charged. Signature( '' Signature �J g g OWNER p4GE CONTRACTOR The foregoing instrument was acknowledged before me this The foregoin instr ment was acknowledged before me this p day of Q-� -9 20 l�' by 2 oda f RV�sa 20 by f}nne ,C i P.n who i personally kno to t ' C� tJ � o is ersonally known to me or who has produce as me or who has produced FL W\k-Z aC9D`�uar identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PU L C: Q_�oo-c 6s, �:• Print: .;,,„„ 5.. �•` ;FF242181 Seal: } a' :)or 18,2019 y a raY°�, Notary Public State of Florida Mi7,R ��blicUnderx ten r x } Sindia Alvarez 9 _ ' ) My Commission FF 156750 PROVED BY Plans Examiner Zoning Go N Structural Review Clerk (Revise 2/24/2014) I STUDIO OF MODERN ARCHITECTURE STUDIO Omar Moreno,AIA,NCARB,LEED AP,RID August 24tn, 2017 5901 SW 74"STREET F SUITE 208 MIAMI,FLORIDA 33143 PHONE:305.741.4220 ••• WWW.ROSTUDIOSOMA.COM • • • • •••• •••••• Reference: 131003-Litzenberg Re Y.•.,. •••••• �•••�• 1420 NE 103 ST STRUC`C J'rA,L REVI ••••. , Miami Shores, FL 331 8 `••••• REV17-2133 AiPFtCaVEi7 DAA •••• •• •••.• .. _ .. • •• •N 1• ••Y••• • • • • • 0 Whom It May Concern, R+O Studio, LLC approves the use of the window and door NOA's provided by EJD Construction oh` August 24th, 2017. Reg/s, R+O STUDfO, LLC architecture+ 'interior design OmIA,NCARB,LEED AP,RID Managing Principal R+OSTU DIO,LLC p ft and C1 Approved a5 Corrected ARCHITECTURE+INTERIOR DESIGN �BiACted C}''CrISC and Resi omit 6 Submit Specified!lelrl ?iiis fLvld iA Or�h: ;,e of-iral conformance r With the design c.+•• --A-A of tree project and §@fieral Comp!irn information given in" itis Cohtrarf ! Corrections or diti invents rtlado ol; ; "; :,: .i,drawings during ilii§ feview t?c: I Page 1 Customer Quotation From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD- Litzenberg-Windows AMERICAN STORM PROTECTION 10801 NW 14TH STREET UNIT#10" 10801 nw 14th street unit 103' MIAMI, FL 33172 MIAMI florida 33172, FL 33142 786-333-0365 305-513-0514 F Ref# 148011 PO# Date 7/07/2016 Line Mdl Qty Description Color Width Height Unit Cost Net { 1 3000 1 300 PW 9/16 HS PVB M3+/-80 CUSTOM 48 Even 96 Even 9/16"CLEAR HS.090 BUTACITE ARCADIA SILVER EXTERIOR R+OStu'dsO,LLC ARCADIA SILVER INTERIOR NO COLOR This review is only for general conformance with the design NO GRID ALIGNMENT NO COLOR concept of the project and general compliance with the information given in the Contract Documents. Correction or Ll S-R'LO ' comments made on the Shop Drawings during this review do t not relieve Contractor from compliance with the requirements U-Factor=1.03/VT=0.77 `x' of the plans and specifications. Approval to a specific item SHGC=0.65/CR= 0 / shall not include approval of an assembly of which the item is G001 a component. Contractor is responsible for:dimensions to be confirmed and correlated at the job site,information that Line Item Tot. pertains solely to the fabrication process or to the means, methods,techniques,sequences and procedures of construction,coordination of the Work of all trades,and for 2 3000 3 300 PW 9/16 HS PVB M3+/-80 CUSTOM 42 E preforming all work in a s safe and satisfactory manner. 9/16"CLEAR HS.090 BUTACITE []APPROVED ❑REJECTED ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR APPROVED AS ❑REVISE AND -Aft% NO COLOR NOTED RESUBMIT NO GRID-ALIGNMENT NO COLORL 15 11/09/2016 4:32:42 PM U-Factor=1.03/VT=0.77 U0_R General Notes: SHGC=0.65/CR= 0 �s 1.Approval of color is contingent on Owner G002 approval. } Line Item Total 1,162.85 3,488.55 3 0002 2 2"X 6"1/4"TUBE MULL CUSTOM 0 Even 96 Even ARCADIA SILVER EXTERIOR •••• ARCADIA SILVER INTERIOR • • '••.•• ..• •• NOA# ' • • • .. • • • • •••••• • •••••• • L5 0$l$ 00� ...... .... .... . . G002 Mulls •••• •••• ••••• Line Item Total ":"• 305.6 • • 611.2 •' •!ssz� • 4 3000 3 300 PW 7/16 ANN M2 +/-70 CUSTOM 42 Even 54 Eve • • • • •.•.% 7/16"CLEAR ANN LAM.090 BUTACITE •••••• ARCADIA SILVER EXTERIOR ••• :.••.: ARCADIA SILVER INTERIOR • • •••; ; ' • a2LNO COLOR i •• NO GRID ALIGNMENT NO COLOR 15 -n1 ►06 U-Factor=0.75/VT=0.71 SHGC=0.57/CR= 0 G003 I By: 23172 on 11/09/16 at 14:18 From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD-Litzenberg-Windows AMERICAN STORM PROTECTION 10801 NW 14TH STREET UNIT#10c 10801 nw 14th street unit 103 MIAMI, FL 33172 MIAMI florida 33172, FL 33142 786-333-0365 305-513-0514 Ref# 148011 PO# Date 7/07/2016 Line Mdl Qty Description Color Width Height Unit Cost Net Line Item Total 660.54 1,981.62 5 0002 2 1"X 4"1/8"TUBE MULL CUSTOM 0 Even 54 Even ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR NOA# �s - o$ �g►o6 s G003 MULLS �^ Line Item Total 123.91 247.82 6 5007 1 525 CASEMENT EGRESS HINGE 7/16-9/1 CUSTOM 36 Even 68 Even 7/16"LOW E 366 CLR ANN SFLX HINGE LEFT ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR EGREcc NwrF Ann _ NOA , NO COLOR 525 CASEMME T SCR EN U-Factor=0.95/VT=0.37 SHGC=0.24/CR= 0 G004 CM Line Item Total 1,117.77 1,117.77- 7 5008 2 525 FIXED CASEMENT 7/16-9/16 GLASS CUSTOM 36 Even 68 Even 9/16"LOW E 366 CLEAR ANN SFLX FULL VIEW EXT LOW PRO R/R CUSTOM Quantity of 3, as per A2.OQ Whe Nog$,.. FULL VIEW RAISED OUT/LO PRO IN CUSTOM wall of the MusiL FZoom. . .' ARCADIA SILVER EXTERIOR •00 ••••• • ARCADIA SII VI=P INTERIOR ••0 ..00:0•• NOA -�. NO COLOR + ...... NO GRIDALIGNM NT NO COLOR 000000 •••• • • U-Factor=0.95/VT=0.37 •�•• •••• •••.• SHGC=0.24/CR= 0 Fc- ��2,0 �"� ' •••••• • • ••:••• • • • • . G004 FIXED �/ L •• •• •• •• •••.•• �7 • Line Item Total �� 869.98 1739.96--60 Goo 1-.-N N • • • • • -9 5007 3 525 CASEMENT EGRESS HINGE 7/16-9/1 CUSTOM 36 Even 56 Eva ; .0• • ;"•• 7/16"LOW E 366 CLR ANN SFLX ' • HINGE LEFT • ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR EGRESS HINGE ADD NOA O N NO COLOR 525 CASEMMENT SCREEN U-Factor=0.95/VT=0.37 / I� ' t1 ��I SHGC=0.24/CR= 0 C F 1. /, l By: 23172 on 9/19/16 at 19:23 From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD- Litzenberg-Windows AMERICAN STORM PROTECTION C 10801 NW 14TH STREET UNIT#10c 10801 nw 14th street unit 103 MIAMI, FL 33172 MIAMI florida 33172, FL 33142 786-333-0365 305-513-0514 Ref# 148011 PO# Date 7/07/2016 Line Mdl Qty Description Color Width Height Unit Cost Net G005,06,07 Line Item Total 952.43 2,857.29 10 3000 4 300 PW 7/16 ANN M2 +/-70 CUSTOM 33 Even 72 Even 7/16"CLEAR ANN LAM.090 BUTACITE ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR I NO COLOR NO GRID ALIGNMENT , NO COLOR U-Factor=0.75/VT=0.71 FL /5'9M0 —R1�pf 0 _R' SHGC=0.57/CR= 0 y,,C G008,G009 / Line Item Total 686.46 2,745.84 11 0002 2 1"X 4'1/8"TUBE MULL CUSTOM 0 72 Even ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR NOA#uf.:=- � t5 0� 1� .ob S 08,09 MULL Line Item Total 139.38 278.76 12 3000 4 300 PW 7/16 ANN M2 +/-70 CUSTOM 36 Even 72 Even •••• 7/16"LOW E 366 CLR ANN BUT • • •••• .•..•• ARCADIA SILVER EXTERIOR •• : . • ' ARCADIA_ SILVER INTERIOR • •••••• • •••••• NO COLOR • NO GRID-ALIGNMENT NO COLOR •..••. U-Factor=1.03/VT=0.33 •••••• • . ••••• s . . . . . SHGC=0.27/CR= 0 �/ •• •• •• •• ••.••• G010 •••••• • 00 Line Item Total 8104--0-43,240.3!7': 13 0002 3 1"X 4"1/8"TUBE MULL CUSTOM 0 72 Even '•; ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR NOA# s 1s- 08 �8.0 6 G010 MULLS By: 23172 on 9/19/16 at 19:23 From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD-Litzenberg-Windows AMERICAN STORM PROTECTION 10801 NW 14TH STREET UNIT#10" 10801 nw 14th street unit 103 MIAMI, FL 33172 MIAMI florida 33172, FL 33142 786-333-0365 305-513-0514 Ref# 148011 PO# Date 7/07/2016 Line Mdl Qty Description Color Width Height Unit Cost Net Line Item Total 139.38 418.14 14 8054 2 805 XO+80/-90-GLASS A CUSTOM 66 Even 60 Even 7/16"LOW E 366 CLR ANN SFLX FULLVIEW FIXED CUSTOM FULLVIEW SASH CUSTOM SILL RISER SWEEP LOCK AT MEETING RAIL BLACK ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR ® STAINLESS/BALL BEARING WHEEL UPGRADE VOID ® NOA M.D. I p NO COLOF ® 805 SCREEN s• U-Factor=1.08/VT=0.47 SHGC=0.29/CR= 0 G011,G012 Line Item Total 1,170.65 2,341.30 15 5007 1 525 CASEMENT EGRESS HINGE 7/16.9/1 CUSTOM 36 Even 36 Even 7/16"LOW E 366 CLR ANN SFLX HINGE LEFT ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR r EGRESS HINGE ADD NOA • NO COLOR 525 CA EMMtIv i 5CR N U-Factor=0.95/VT=0.37 •••• ►3 � - R1 SHGC=0.24/CR= 0 Ft- tb • • •••• •••••• G013 •• • • • • Line Item Total ••• •• 695.79 • 695.79 0000 0000 0 0 fTftN 16 5008 2 525 FIXED CASEMENT 7/16-9/16 GLASS CUSTOM 24 Even 42 Even 9.6• •...•• 66690 7/16"LOW E 366 CLR ANN SFLX 6••6.6 • . •.:•• FULL VIEW EXT LOW PRO R/R CUSTOM • • • • • FULL VIEW RAISED OUT/LO PRO IN CUSTOM •6 9 6 6• • •• ARCADIA SILVER EXTERIOR • • • • 6 9 • 6 ARCADIA SILVER INTERIOR 9..... 9•�• •66.6• NOA t�J— w "� NO COLOR • • •, NO GRID ALIGNMENT NO COLOR 00 6 : 000 • ;•••6: 6 U-Factor=0.95/VT=0.37 9, SHGC=0.24/CR= 0 F� 5-C 6 l G014,G025 Line Item Total 459.82 919.64 17 5008 3 525 FIXED CASEMENT 7/16-9/16 GLASS CUSTOM 24 Even 18 Even By: 23172 on 9/19/16 at 19:23 From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD-Litzenberg-Windows AMERICAN STORM PROTECTION C 10801 NW 14TH STREET UNIT#10" 10801 nw 14th street unit 103 MIAMI, FL 33172 MIAMI florida 33172, FL 33142 786-333-0365 305-513-0514 Ref# 148011 PO# Date 7/07/2016 Line Mdl Qty Description Color Width Height Unit Cost Net 9/16"LOW E 366 CLEAR ANN SFLX FULL VIEW EXT LOW PRO R/R CUSTOM FULL VIEW RAISED OUT/LO PRO IN CUSTOM ARCADIA SILVER EXTERIOR ARCAnie cu VER INTERIOR NOA i NO COLOR NO GRID ALIGNMEN I NO COLOR U-Factor=0.95/VT=0.37 SHGC=0.24/CR= 0 Fl,, G015 Line Item Total 445.96 1,337.88 19 5007 1 525 CASEMENT 7/16-9/16GLASS CUSTOM 24 Even 48 Even 7/16"LOW E 366 CLR ANN SFLX HINGE LEFT ARCADIA SILVER EXTERIOR ARCADIA SILVER INTEZR NOA 11 1-1--.19 9 A,��» NO COLOR 525 CASEMMENT!CRE N U-Factor=0.95/VT=0.37 *F1, /6 SHGC=0.24/CR= 0 ` G016 CM 7 Line Item Total 659.18 659.18 20 5008 1 525 FIXED CASEMENT 7/16-9/16 GLASS CUSTOM 24 Even 48 Even 7/16"LOW E 366 CLR ANN SFLX FULL VIEW EXT LOW PRO R/R CUSTOM FULL VIEW RAISED OUT/LO PRO IN CUSTOM •••• ARCADIA SILVER EXTERIOR • • •••• •••06.0 ARrAr1jA S • SILVER INTERIOR •••• : • • • NOA NO COLOR ..06.00 ;••••• 0000*0 NO GRID ALIGNMLN I` NO COLOR • 00••0• 0 U-Factor=0.95/VT=0.37 :0000: •••• •0600 0 06 SHGC=0.24/CR= 0 FL )S 9120--7L( • • • 06 •0606• 0000 00.0• G016 FIXED - �� •••••• ,• • ••i••• Line Item Total •• .• 463. a• 0606 463.940.0•• • 22 3000 1 300 PW 7/16 ANN M2 +/-70 CUSTOM 60 Even 54 Evdn • • • •••••� 0••06.06 7/16"LOW E 366 CLR ANN BUT • • • • • • • • •••006• ARCADIA SILVER EXTERIOR •• • ••• • • • ARCADIA SILVER INTERIOR •0: ' - NO COLOR NO GRID ALIGNMENT NO COLOR r—1.. U-Factor=1.03/VT=0.33 SHGC=0.27/CR= 0 G017 0.• By: 23172 on 9/19/16 at 19:23 1 From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD- Litzenberg-Windows AMERICAN STORM PROTECTION 10801 NW 14TH STREET UNIT#10c 10801 nw 14th street unit 103 MIAMI, FL 33172 MIAMI florida 33172, FL 33142 786-333-0365 305-513-0514 Ref# 148011 PO# Date 7/07/2016 Line Mdl Qty Description Color Width Height Unit Cost Net Line Item Total 983.55 983.55 23 3000 4 300 PW 7/16 ANN M2 +/-70 CUSTOM 24 Even 48 Even 7/16"LOW E 366 CLR ANN BUT ARCADIA SILVER EXTERIOR ARr-enie cu%iGR INTERIOR NO COLOR NO GRID ALIGNMENT NO COLOR U-Factor=1.03/VT=0.33 SHGC=0.27/CR= 0 G020 Line Item Total 424.63 1,698.52 24 0002 9 1"X 4"1/8"TUBE MULL CUSTOM 0 Even 48 Even ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR 6 -0818 ,06 20,21 MULL � s Line Item Total 118.75 1,068.75 25 3000 8 300 PW 7/16 ANN M2 +/-70 CUSTOM 27 Even 48 Even 7/16"LOW E 366 CLR ANN BUT ARCADIA SILVER EXTERIOR • • ARCADIA SILVER INTERIOR • • • �� NO COLOR •• • i••ss• •• NO GRID ALI NMENT NO COLOR so*s Fc. .... .... . . U-Factor=1.03/VT=0.33 L •••• •••• ••,•• SHGC=0.27/CR= 0 �7 ••�••� •• • ss:••• G021 •i •• •• •• 0009:•• Line Item Total ;�•s s 463.17 3,705.36 • Ak 26 3000 1 300 PW 7/16 ANN M2 +/-70 CUSTOM 24 Even 18 Even ••• •: ••••.sl 7/16"LOW E 366 CLR ANN BUT • • •••• : • • ARCADIA SILVER EXTERIOR •` ARCADIA SII vFR INTE OR 1+-077 o Q 5 NO COLOR NO GRID ALIGNMENT NO COLOR L l 5 cf2o -R U-Factor=1.03/VT=0.33 SHGC=0.27/CR= 0 By: 23172 on 9/19/16 at 19:23 From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD- Litzenberg-Windows AMERICAN STORM PROTECTION C 10801 NW 14TH STREET UNIT#10: 10801 nw 14th street unit 103 MIAMI, FL 33172 MIAMI florida 33172, FL 33142 786-333-0365 305-513-0514 Ref# 148011 PO# Date 7/07/2016 Line Mdl Qty Description Color Width Height Unit Cost Net I G024 Line Item Total 335.57 335.57 27 3000 6 300 PW 7/16 ANN M2 +/-70 CUSTOM 24 Even 24 Even 7/16"LOW E 366 CLR ANN BUT ARCADIA SILVER EXTERIOR ARCADIA SII VFR INTERIOR NO COLOR NO GRID ALIGNMENT NO COLOR :FL t5�7�-7e/ U-Factor=1.03/VT=0.33 SHGC=0.27/CR= 0 G026 Line Item Total 339.55 2,037.30 29 3000 1 300 PW 7/16 ANN M2 +/-70 CUSTOM 24 Even 42 Even 7/16"LOW E 366 CLR ANN BUT ARCADIA SILVER EXTERIOR ARCAnIe cu_v-o 1— I 1 Jam- - NO COLOR NO GRID ALIGNMENT NO COLOR ��o - U-Factor=1.03/VT=0.33 Fl- /6 R 1 SHGC=0.27/CR= 0 /'Y S G025 Line Item Total 386.0�• 386.07 • 30 8054 2 805 XO+80/-90-GLASS A CUSTOM 66 Even 42 Even• • . • 7/16"CLEAR ANN.090 SFLX •••••. :••"• •,••;. FULLVIEW FIXED CUSTOM .••;.• :*090:• FULLVIEW SASH CUSTOM •• • :•••• SILL RISER • • • • SWEEP LOCK AT MEETING RAIL BLACK • • ARCADIA SILVER EXTERIOR "••••• • • ••••• ARCADIA SILVER INTERIOR •• •• •• •• .••••• ® STAINLESS/BALL BEARING WHEEL UPGRADE VOID •••••• • • Z NOAM.D.# :42�7 NOCOLOF • • • • ••••�• ® u • • • • • } ® 805SCREEN 15, "0505. 2.1 •• • ••.••: . U-Factor=1.08/VT=0.68 SHGC=0.58/CR= 0 G027,G029 Line Item Total 785.32 1,570.64 31 3000 1 300 PW 7/16 ANN M2 +/-70 CUSTOM 30 Even 96 Even 4 By: 23172 on 9/19/16 at 19:23 From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD- Litzenberg-Windows AMERICAN STORM PROTECTION 10801 NW 14TH STREET UNIT#10: 10801 nw 14th street unit 103 MIAMI,,FL 33172 MIAMI florida 33172, FL 33142 786-333-0365 305-513-0514 Ref# 148011 PO# Date 7/07/2016 Line Mdl Qty Description Color Width Height Unit Cost Net 7/16"CLEAR ANN LAM.090 BUTACITE ARCADIA SILVER EXTERIOR ARCADIA SII VFR INTERIOR e NO COLOR N GRID ALIGNMEN NO COLOR F L ISq�,a -R I U-Factor=0.75/VT=0.71 SHGC=0.57/CR= 0 G028 i Line Item Total 807.41 807.41 32 5007 2 525 CASEMENT EGRESS HINGE 7/16-9/1 CUSTOM 36 Even 48 Even 7/16"CLEAR HINGE LEFT ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR EGRESS HINGE Ann. NOA "4 — 16110 f 6fi:� - NO COLOR 525 GASEMMENT SCREEN U-Factor=0.95/VT=0.52 SHGC=0.48/CR= 0 G031,G032 / Line Item Total 765.07 1,530.14 33 5007 2 525 CASEMENT 7/16-9/16 GLASS CUSTOM 24 Even 48 Even 7/16"CLEAR HINGE LEFT ARCADIA SILVER EXTERIOR sees ARCADIA SILVER INTERIOR see '.ees' .•s•�• NOA 7� NO COLOR • of • • • 525 GASEMMENTSCREtN e•ses• .ee•e• •es�i• U-Factor=0.95/VT=0.52 •��s• SHGC=0.48/CR= 0 V/�/_�� •""• �•"•� • • �/' •e•e •e•• see.• G033,G034 •cess• • • }mss•• Line Item Total s• • 6262 j••• ,252.4��•� •see•• Totals ' ' 1 1 sees• • • • • s • e sees.. Deposit 0.00 Windows Manufactured by TM Windows, LLC Grand Total 41,833.15 By: 23172 on 9/19/16 at 19:23 t Page 1 'Customer Quotation From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD- Litzenberg-Doors AMERICAN STORM PROTECTION 10801 NW 14TH STREET UNIT#10: 10801 nw 14th street unit 103 MIAMI, FL 33172 MIAMI florida 33172, FL 33142 786-333-0365 305-513-0514 Ref# 148008 PO# Date 7/07/2016 Line Mdl Qty Description Color Width Height Unit Cost Net 2 4215 4 390 OXXO-2 TRACK CUSTOM 144 Even 96 Even 9/16"CLEAR FULL VIEW CUSTOM HARDWARE PACK OXXO BLACK ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR JAMB COVER 4"BOTTOM RAIL ® 2 3/4"FRAME RETRO SILL RISER CL ANOD2 ® FL 157).6 R�-. NO COLO' R+Mtudio,LLC ® 390 SCREEN-S1 This review is only for general conformance with the design ® 390 SCREEN-S2 x�. concept of the project and general compliance with the !/�}� information given in the Contract Documents. Correction or 4,25,26,29 comments made on the Shop Drawings during this review do Cnot relieve Contractor from compliance with the requirements of the plans and specifications. Approval to a specific item shall not include approval of an assembly of which the item is 3 4213 2 390 OXX-3 TRACK CUSTOM a component. Contractor is responsible for:dimensions to be 9/16"CLEAR confirmed and correlated at the job site,information that FULL VIEW CUSTOM pertains solely to the fabrication process or to the means, ARCADIA SILVER EXTERIOR methods,techniques,sequences and procedures of ARCADIA SILVER INTERIOR construction,coordination of the Work of all trades,and for HARDWARE PACK BLACK preforming all work in a s safe and satisfactory manner. 4"BOTTOM RAIL JAMB COVER ❑APPROVED ❑ REJECTED 2 3/4"FRAME RETRO SILL RISER CL ANOD2 APPROVED AS ❑ REVISE AND ® FBC#FL15726`y 1Z 9— NO COLO' NOTED REti tffl JT © 390 SCREEN FRAME ADD ON : •• *000 •••• • ® 390 SCREEN-S3 09/02/20 a*.Q.,T..35:4�•:PM •... • 390 SCREEN S4 • • Mark 06& •••••• Line Item Total •••• 4,344.07••• 8,688.14• •• 4 4210 2 390 XO-2 TRACK CUSTOM 82 Even 96 Even 9116"CLEAR FULL VIEW EXTERNAL CUSTOM •""�•""'• •• ARCADIA SILVER EXTERIOR A proval O c Oris cor tingen on•`•+. ARCADIA SILVER INTERIOR • • • • • • HARDWARE PACK BLACK Owner approve•r. '•; 4 4"BOTTOM RAIL JAMB COVER ® 2 3/4"FRAME RETRO SILL RISER CL ANOD2 ® FBC#FL15726\ R.7 NO COLO' ® SCREEN-S1 07&27 Line Item Total 2,671.30 5,342.60 5 4215 1 390 OXXO-2 TRACK CUSTOM 206 Even 96 Even By:23172 on 7/07/16 at 11:14 Page 2 Customer Quotation From Customer Factory will Ship To AMERICAN STORM PROT CORP EJD- Litzenberg-Doors AMERICAN STORM PROTECTION 10801 NW 14TH STREET UNIT#10: 10801 nw 14th street unit 103 MIAMI, FL 33172 MIAMI florida 33172, FL 33142 786-333-0365 305-513-0514 Ref# 148008 PO# Date 7/07/2016 Line M& Qty Description Color Width Height Unit Cost Net 9/16"CLEAR FULL VIEW CUSTOM HARDWARE PACK OXXO BLACK ARCADIA SILVER EXTERIOR ARCADIA SILVER INTERIOR JAMB COVER 4"BOTTOM RAIL ® 2 3/4"FRAME RETRO SILL RISER CL ANOD2 ® FBC#FL15726.\'f,7-- NO COLO[ ® 390 SCREEN-S1 ® 390 SCREEN-S2 �J 28 Line Item Total 6,237.01 6,237.01 Totals 40.014.51 Deposit 0.00 Windows Manufactured by TM Windows, LLC Grand Total 40,014.51 6666 6066.. 666666 .66660 6666.. 6666.. 6666 .... 6666 6666 6666. .. .. .. 60 6666.. 6666.. . . . . . . . ...666 6...6. 6# . 6666.. 1 By: 23172 on 7/07/16 at 11:14 • z� �+ }re, Y "'�+1tAAAAliA6AliAAiAAAii�" T q,� /" - - yam'^ Biu-il�nzg�l�n ii'��I� L I T �°nnn=TIru=int�sfiubgur�n=ndnnn=�n=gntTu�in�i=�nI�u=�n-�Sir?ii I u tCr0-ntln��p!fiuS�rnrniu'r�ni--i�Sng=�?'nJIS�niiL ui�?7uu=n-ii-��si=lllr�?lyn=1 n��1i1lL�=n11=1�L=(nIj�c11=j ==1tI�=R�=i1r=lto�1=lr=i11�n=e�Cil�it�otr°71in=r 11 ndn5 n�°=n�u=yuiZ�=u=-ni=r=�n=In�ll:Cni�rgTrc i1l�n=Tu117=-1a =R'5'r- sylGnluS L�1rA i-- i to=�-=fli=ir=L�tn=r u =gia �=umn=n m� L=!1nrU= n,nM- �nC�u=$�lr'-Si=`ile�nn=ial�P=n=n=1mr1inn-l tir�uZnl^I n u�iu-tit n=t il�lui illln�tn�tt��l itnl�u�ir�ln�n�n'fit=n�l�u�l�'�I'�it?n�n1'-'nen-'n�irn�'il-I t(i�!�� l t: :.� S0Ali Yr .1.II`+.14"9Y9ll.�Ivii ,7 ..t Y'�•.L:.At�L'•' L.:.1—i� SRJA:'L ar S • '41 1 °••a �`TL9`ntlu4:L -l ll dLT�R'.11'2S.Lm�.;dt;�u••,�t ,!L» 1•. ,ullCJlai�....•.. -i-�ai-�-_- -Z�3i1L.§n-u-n-rl-!S-c�`n ,!C=�1 W S p1'llj•. � � � s5: 1I STUDIO ... . 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STUDIO _ 1 i00-L1ILLHBFRC PLSI I-)FfICE I RECEML AUG 2 4 20V MIAMMADE G 2 4 2011 ^ MIAMI--DADE COUNTY "— PAVCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESO 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 ' NOTICE OF ACCEPTANCE (NOA) www.miRi�idade.gov/cconomy AWP Windows and Doors,LLC 8130 NW 74"Avenue k9 U U Medley,FL 33166 SCOPE: This NOA is being issued under the applicabl Pacce on overning the use of construction materials. The documentation submitted has be n re i it d 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 meow to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Hi Code,including the gh Velocity Hurricane Zone. DESCRIPTION: Clipped,Extruded Aluminum Tube Mullion-L.M.I. 'APPROVAL DOCUMENT: Drawing No. M95-06A,titled"Aluminum Tube MSU won;', sheets-1 through • 6 of 6, dated 11/20/95, with revisionG dated 08/28/15, prepared by Al-Farooq•Cbrperation,•sigtted and•••'• iotice aled by Javad Ahmad, P.E., bearing the Miami--Dade County Product Control*X601on stamp with the;....; f of Acceptance number and expiration date by the Miami-Dade County ProdtV Control S'eotiont 0 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. ...... .... ..:..' LABELING: Each unit shall bear a permanent label with the manufacturer's iidmb'or logd,'btty, state!,**%* series, and following statement: "Miami-Dade County Product Control Approved';unliss otherwise noted -. ' herein. •••••• RENEWAL of this NOA shall be considered after a renewal application has bcen•1;tfed;and tkbre has been:.... no change in the applicable building code negatively affecting the performance of this,product. 0• 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 NON 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 No. 11-1213.07 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. . The submitted documentation was reviewed by Manuel Perez,P.E. f NOA No. 15-0818.06 MIAMI DADS COUNTY15 Expiration Date: December 24,2021 Approval Date: February 25,2016 Page 1 I , 1 AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 11-1213.07, 02-0227.01 ai:d.95-0515.09) 2. Drawing No. M95-06A, titled "Aluminum Tube Mullions", sheets 1 through 6 of 6, dated 11/20/95, with revision G, dated 08/28/15,prepared by Al-Farooq Corporation,. signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 2 mulled fixed frame windows, O-O configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6600, dated 08/30/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-1213.07) 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 3 mulled fixed frame windows, O-O/O• configuration, prepared by Fenestration Tgsting Labor�g*&, Inc...... Test Report No. FTL-3284, dated 02/01/02, signed and sealed :by Luig Antonio .' Figueredo,P.E. ••66•• •• 060006 P • (Submitted under NOA No. 02-0227.01) 0$0900 • 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading M**tDC,TjA•?Q2-94 ,••• • along with marked-up drawings and installation diagram of a window, prepared by.:..' Fenestration Testing Laboratory, Inc., Test Report No. FTh 293, dated•89/21/95;•••:- signed and sealed by Yamil Gerardo Kuii, P.E. 0909" • (Submitted under NDA No. 95-051S.09) •••••• . . . . ...... C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014),prepared by Al-Farooq Corporation,dated 10/08/15, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. Manuel ,P.E. Product Contr 1 Et iner NOA No. 8.06 Expiration Date: December 24,2021 Approval Date: February 25,2016 E-1 AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), and of no financial interest,dated October 2, 2015, issued by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Asset purchase agreement dated 03/20/14, signed by Mr. Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding, LLC and Mr. Tim Morris, Jr.,President and C.F.O.,AWP Windows and Doors,LLC. 3. Letter from owners of existing NOA stating that they have sold all assets to the applicant,that they no longer manufacture the product and relinquish their rights to the current NOA No. 11-1213.07, dated 04/20/15, signed by Mr. Kevin Barrett, Chief + Financial Officer,AWP Windows and Doors,LLC. 4. Statement letter for Name Change Request dated 04/20/15, issued by AWP Windows and Doors,LLC, signed by Gerardo Beros,Director of Engineering. 5. Laboratory compliance letters for Test Report No. FTL-6600, dated 08/30/11, issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-1213.07) 6. Laboratory compliance letters for Test Report No. FTL-3284, dated 02/01/02, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Luis Antonio Figueredo,P.E. (Submitted tinder NDA No. 02-0227.01) j 7. Laboratory compliance letters for Test Report No. FTL-1297, dated 09/2>•/9 ,ssued by Fenestration Testing Laboratory, Inc., signed and sealed lay Ylunil GeTUdo Kurt,••;• P.E. 00 0 .. . . . .. . (Submitted under NOA No. 95-051S.09) 000000 0000.0 000:0. 0000 .. 0000.. G. OTHERS •••• •• ••••• 1. 0dow 000 Notice of Acceptance No. 11-1213.07, issued to Trulite Win & Door. .,Sorutions0000. , 00 00 0000 00.000 LLC for their Clipped, Extruded Aluminum Tube Mullion... j V.I., approved on .• 02/02/12 and expiring on 12/24/16. 0966:6 .' . 0000.. . . 0000.. .. ... Manuel PP M14 P.E. Product Controlxa iner NOA No' 1 - 18.06 Expiration Date: December 24,2021 Approval Date: February25,2016 E-2 .750 1.625. 1,718 14. o 1 n 3 Z _ z.zso 2,zso g i TYPICAL AZING PRODUCT o ' L125 .125 GL6 gg 1.719 4.000 r 1.266 4.000 r 'I M T.000 °<a �'a: TYPICAL PD - �. MULLION CLIP (YE-65) (6063–T6) MULLION CLIP (6063-T5) M7 H a1 WINDOW FRAME (ALT.TO ANGLES) (ALT.TO ANGLES) V W;2 CUP LENGTHS MUST BE CUT TO FIT SNUG CLIPLENGTHS MUST BE CUT TO FIT SNUG Nlr Z N INTO TUBE'MULLIONS. INTO TUBE MULLIONS. J tI Q J 6.000 I Q W f .728 r 1.718----{ O 20. 3.000 4.000 II I $ 01 ALL TUBE MULLIONS TO BE ALLOY 6063–T6. J 2.000 .125 .I25 Z E. 1.613 O t�tULLIONS CONTAINING TYPICAL GLAZING PRODUCTS °o HORIZONTAL OR VERTICAL w SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING DO Z Q MULLION CLIP(6063-T5) MULLION CLIP (6063-T5) H a m;; ,r"� H CLIP LENGTHS MUST BE CUT TO FR SNUG CUP LENGTHS MUST BE CUT TO FIT SNUG n I IMOTUBE MULLIONS. INTO TUBE MULLIONS. Z) S (NO SIDE FASTENERS REOD.) (NO SIDE FASTENERS READ.) Z Z 3y Z) 3Z� $ ,j O J v aPOWw .125r- O 2.0100 L --------------- R CTANGULAR ALUMINUM TUBE MULLIONS IONS L2,000--I o R R USING MULLION PROPERTIES ONLY 8 NOTE& ANGLE CLIP (6063–T5) N U E-D N SYSTEM IS RATED FOR LARGE MISSILE IMPACT. •g THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE AN BE USED WITH ALLMIAMI--DADE COUNTY APPROVEDREQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING RICH VELOCITY AND NON–IMPACT RESISTANT PRODUCTS. i HURRICANE ZONE(11VHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE • • • • • • • • • ° o a �+ APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INSTRUCTI0N6: •• • • • • • 5 INFILTRATION,FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. • • : o 0 o w u • USE,(�iAR;S/�D I�AP�S C'�LOWS. • c WOOD BUCKS ST OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER •• ••• •• • • • •• --� LOA05 TO THE STRUCTURE. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT FOR PARTICULAR OPENING. PRODUCT ItBVI58D E"9`'JAVAD AHMAD N •T o TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD m complying Avith 166 Flottda REQUIREMENTS. Building Code p C _ ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS •l�`E CON CTHON T�71 LION p P OCUCT Acceptance No f3„ t 0 6 F CA �j5�0692 ARE NOT PART OF THIS APPROVAL, sT� 3APPROVAL •• • g • Iron. Dat_ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. •USINQ&CFIrRTS•ON`HEET 2•SELEca MUL:)N 6IZE WITH By OCj MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO 41EL 4•LYSIGN RATINC•MOBE TWAN DESIGN WADSPEGIFIED .Ui Dade Product Co rol CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS ••• •OJ STEP 1 ABWE. • • • drawing no. OF THE FLORIDA BLDG.CODE. USING ANCHOR TYPES ON SHEET 4 THRU:AND ANCHOR CHA S. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION STEPS ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING M95-06A IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. shs6t 1 Of 6 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • ••• • • DESIGN LOAD CAPACITY - PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 0 WINDOW DIMS. 1 X 2 1 X 3 1 X 4 2 X 4 2 X 8 WINDOW DIMS. 1 X 2 1 X 3 I X 4 2 X 4 2 X 8 WINDOW DIMS. 1 X 2 1 X 3 I X 4 2 X 4 2 X 8 VERTICAL '^ WIDTH (W)MULL SPAN STD. STD. STD. STD. STD. WIDTH(W)MULL SPAN STD. STD. STD. STD. STD. WIDTH(W) MULL SPAN STD. STD. STD. STD. STD. MUluON 19-1/8' 140.0 140.0 140.0 140.0 140.0 19-1/8' - 51.5 110.4 140.0 140.0 19-1/8" - - 28.5 41.8 115.8 GLAZING GLAZING 7 7d Z O 26-1/2" 136.2 140.0 140.0 140.0 140.0 26-1/2' - 37.2 79.7 116.4 140.0 26-1/2" - - 20.3 30.0 83.4 PRODUCT PRODUCT a 30" 120.3--140.0 _140.0 140.0 140.0 .1 --_ -32.8 70.4 102.8 140.0 30" - - - 26.5 73.7_ N F Lu j .37' 97.6 140.0 140.0 14D.0140.0 37" - -26.6 57,1 83.4 140.0 37' - - _ - 21.5 59.8 42" 85.9 140.0 140,0 140.0 140.0 42' 23.4 50.3 73.5 140.0 42' - - - - 52.6 48" 38-3/8" 75.2 140.0 140.0 140.0 140.0 48" 84" - 20.5 44.0 64.3 140.0 48' 132' - - L21 - 46,167.9 139.8140.0 140.0 140.0 53-1/8' - - 39.7 _ 58.1 127.2 53-1/8' - - - 41.6 WI60" 60.2 123.8 140.0 140.0 140.0 60" - - 35.2 51.4 112.6 60' - - - J6.8 66" 54.7 112.5 140.0 140.0 140.0 66" - - 32.0 45.7 102.4 6fi" - - - 33.5 ARCHES 70 BE INSCRIBED INSgE RECTM'GUTAR SHAPE72" 50.1 103.2 140.0 140.0 140.0 72" - 29.3 42.8 93.8 72' - - - 30.7 d HORIZONTAL MULLION74" 488 100.4 140.0 140.0 140.0 74' - - 28.5 41.7 91.3 74' - - - 29.9 co IX 19-1/8' 82.2 140.0 140.0 140.0 140.0 19-1/8" - 34.5 74.0 108.1 140.0 19-1/8' - - _32.0 89.0 "GLAZING " lz a Cw;LL F 26-1/2' 59.3 140.0 140.0 140.0 140.0 26-1/2' - 24.9 53.4 78.0 140.0 26-1/2" - - - 23.1 64.3 PRODUCT 3 2 - 30" 52.4_ 140.0 140.0 140.0 140.0 30" - 22.0 47.2 68.9 140.0 30' -_ - - 20.4 56.8 a 37" 42.5 _115.3 140.0 140.0 140.0 37" - - 38.2 _55.9 139.6 37' - - - - 46.0 42" 37.4 101.6 140.0 140.0 140.0 42" - 33.7 49.2 123.2 42" - - - - 40.5 -� 48" 50-5/8' 32.8 88.9 _ 140.0 140.0 _140.0 48" 96" _ __ - 29.5 43.1 107.8 48' 144' _ - - - 35.5 3 ' 53-1/8" 29.6 80.3 _ 129.3 140.0 140.0 53-1/8" - 26.6 38.9 97.4 53-1/8" - - - - 32.1 GLAZING GLAZING U 80" R21.2 .2 71.1 114.5 140.0 140.0 BO' - _- 23.6 34.4 66.2 _ 60' - _ _ _ 28 4 PRODUCT PRODUCT z r� _ Z $ 56" .8_ 64.7 104.1 140.0 140.0- 86' - 21.4 31.3 78.4 66' - - - - 25.8 0 .. Of 72" .8 59.3 95.4 139.3 140.0 72" - - - 28.7 71.8 72' - - -- - - 23.7 J o n MULLION SPAN I ^ 74" 57.7 92.8 135.8 140.0 74" - - - 27.9 1 69.9 1 74' 19-1/8" 42.7 122.1 140.0 _14-0.0 140.0 19-1/8" - 24.2 51.9 75.9 140.0 TYPICAL MULLION ARRANGEMENTS w o w 26-1/2" 30.8 88.1 140.0 1 140.0 140.0 26-1/2' - - 37.5 54.8 140.0 -- ED Z Q JO' 27.2_ 77.8 140.0 140.0 140.0 30" - - 33.1 48.4 134.5 WIDTH (W) = W1 + W2 37" 22.0 63.1 119.6 140.0 140.0 37' - - 26.9 39.2 109.1 --- ^� 42' - 55.6 105.6 140.0 140.0_ 42" - - 23.7 34.6 96.1 Z 48' 63" _ - 48.6 92.4 135.0 140.0 48" 108' - - 20.7 30.2 84.1 Z 3 ILL f 3 zy v^ 53-1/8" _- 43,9 83.5 121.9 140.0 53-1/8' - - - 27.3 76.0 � W 60" - _38.9 73.9 108.0 140.0 60" - - - 24.2 67.3 Q d rC)i W v 66" - 35.4 67.2 98.2 140.0 88" - - - 22.0 _ 81.2 <c0 M 72" - 32.4 61,6 90.0 140.0 72" - - - 20.2 56.1 --� 74" 31.5 60.0 1 87.5 140.0 74" - - - - 54.5 19-1/8" 26.1 74.8 1_40,0 140.0 140.0 19-1/8" - - 37.9 55.3 140.0 yut 26-1/2" - 53.8 115.4 140.0 140.0 26-1/2" - - 27.3 39.9 111.0 G 30" - 47.5 101.9 140.0 140.0 30" - - 24.1 _35.3 98.1 R 99 37" --- 38.5 82.6 120.7 140.0 37" - - - 28.6 _ 79.5 0 w R R 42" - 33.9 72.8 106.4 140.0 42" - - - 25.2 _70.1 Q S 48" 74-1/4' - --29.7 63.7 93.1 140.0 48' 120' - - - 22.0 81.3 53-1/8" - 26.8 57,6 84.1 140.0 53-1/8" - - - - 55.4 60" - 23,8_ 51.0 74.4 140.0 80" - - - - 49.0 68" - 21.6 46.3 67.7 131.0 66" - - - - 44.6 $o 72' - - OL 42.5 _62.0 120.1 72" ••• - - 74" - - 41.3 60.4 116.9 74" • • •• • •- • •- • 39.80 1 X 2 STD. TUBE 1 X 3 STD. TUBE I X 4 STD. TUBE 2 X 4 STD. TUBE 2 X 6 STD. TUBE •• ••• •• • • • •• !% IN'1 3x IN-3 1X IN"4 Sx IN"3 lX IN"4 Sx IN"3 lx W'4 3x 11. IN-4 I Sx IN'J .332 .332 .950 .633 2.037 1.019 2.876 1.488 8.276 2.758 n NOTE• Egr;JAVAO AHMAD o c 0592 MULLIONS RATED IN THESE CHARTS MAY_BE ORIENTEQ ••• • ••• • • PRODUCT REVISED - FLA PE L718 DAN. 6 } • • • • • • • as complyin9lvilh U10 Florida - VERTICALLY OR HORIZONTALLY. • • ••• • • • • • Building Code. _ U 8 8 0 O 6 (INTERPOLATION BETWEEN WIDTHS ALLOWED) • • • • • • • AcceptanccNo l021 CT 015 .. . . . . • . • BX Iratl Date V ••• • Browing no. MULLIONS By Mian ado roduct ConlnMss-OSA \\ sheet 2 of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF j,$ WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE �I WIDTH(W) MULL SPANI A2 I A4 M2 AA4 MA2 AM4 I B2 I H4 WIDTH(W)IMULL SPAN A2 A4 AA2 M4 AM2 AM4 B2 114 WIDTH (W) MULL SPAN A2 A4 M2 AA4 AM2 AM4 E12 H4 19 1/8- 140.0 140.0 97.3 140.0 140.0 140.0 140.0 1 140.0 19 1/8" 72.4 140.0 44.5 88.9 114.0 140.0 140.0 140.0 19 1/8" 46.1 92.2 28.3 56.6 72.6 140.0 89.2 140.0Z z 26 1/2' 114.4 140.0 70.2 140.0 140.0 140.0 140.0 140.0 26 1/2" 52.3 104.5 32.1 64.2 82.3 140.0 101.2 140.0 26 1/2" 33.3 66.5 20.4 40.8 52.4 104.7 64.4 128.8 5 30" 101.1 140.0 62.0 124.1 140.0 140.0 140.0 140.0 30" 46.2 92.3 28.3 56.7 72.7 140.0 89.4 140.0 30' 29.4 58.8 - 36.1 46.3 92.5 56.9 113.7 37" 81.9 140.0 50.3 100.6 129.0 140.0 140.0 140.0 37" 37.4 74.9 23.0 46.0 58.9 117.9 72.5 140.0 37' 23.8 47.6 - 29.2 37.5 75.0 48.1 92.2 14 C G 42" 72.2 140.0 44.3_ 88.6 113.6 140.0 139.7 140.0 42' 33.0 66.0 20.2 40.5 51.9 103.8 63.8 127.7 42" 21.0 42.0 25.8 33.0 66.1 40.6 81.2_ Q 48" 38 3/8' 63.2 126.3 38.8 77.6 99.4 140.0 122.3 140.0 48' 84" 28.9 57.7 - 35.4 45.4 90.9 55.9 111.7 48" 132' - 38.7 - 22.5 28.9 57.8 35.5 71.1 54' 57.1 114.1 35.0 70.1 89.8 140.0 110.5 140.0 54' 26.1 52.1 - 32.0 41.0 82.1 50.5 100.9 54' - 33.2 - 20.4 26.1 52.2 32.1 64.2 19O 60" 50.5 101.1 31.0 62.0 __79.6 140.0 97A 140.0 60" 23.1 46.2 - 28.3 36.3 72.7 44.7 89.4 60' - 29.4 - - 23.1 46.3 28.4 56.9 v p pv 66' 45.9 81.9 28.2 56.4 72.3 140.0 88.9 140.0 66" 21.0 42.0 - 25.8 33.0 66.1 40.6 81.2 66" 4224 .7 - - 21.0 42.0 25.9 51.7 M p _ .-_-- _._... 72" 42.1 84.2 25.9 51.7 66.3 132.6 81.5 140.0 72' - 38.5 - 27.8 30.3 60.8 37.2 74.5 72' 75 - - - 38.5 23.7 47.4QC-..- .,__..._. __ .74" 41.0 81.9 25.2 50.3 84.5 128.0 79.3 140.0 74" - 37.4 - 23.0 29.5 58.9 38.2 72.5 74' .8 - - - 37.5 25.1 46.1 Q nW K 19 1/8' 120.2 140.0 73.8 140.0 140.0 140.0 140.0 140.0 19 1/8' 63.4 126.7 38.9 77.8 99.8 140.0 122.7 140.0 19 1/8" 42.2 84.5 25.9 124 133.0 81.8 140.0 Q 3 26 1/2' 86.7 140.0_ 53.2 106.5 136.5 140.0 140.0 140.0 26 1/2" 45.7 91.5 28.1_ 56.2 72.0 140.0 88.5 140.0 26 1/2' 70.5_ 61.0 - 96.0 59.0 118.0 30` 76.6 140.0 47.0 94.1 120.6 140.0 140.0 140.0 30" 40.4 80.8 24.8 49.6 63.6 127.2 78.2 140.0 30" 26.9 _53.9 - 84.8 52.1 104.337' 62.1 124.2 38.1 76.3 97.8 140.0 120.2 140.0 37" 32.8 65.5 20.1 40.2 51.6 103.1 BJ.4 126.8 37" 21.8 43.7 - 68.8 42.3 84.542" 54.7 109.4 33.6 87.2 88.1 140.0 105.9 140.0 42' 28.9 57.7 35.4 45.4 90.9 55.9 111.7 42' - 38.5 - 80.5 37.248" 50 5/8" 47.9 95.8 29.4 SB.B 75.4 140.0 92.7 190.0 48' 96" 25.3 50.5 - 31.0 39.8 79.5 48.9 97.8 48" 144" - 337 - 53.0 32.6 65.2 54" 43.3 86.5 26.6 53.1 68.1 136.2 83.7 140054' 22.8 45.6 - 28.0 35.9 71.8 44.2 88.3 54' - 30.4 - 47.9 29.4 58.9 JUJ 60" 38.3 76.6 234 47.0 60.3 120.6 74.1 140.0 60" 20.2 40.4 - 24.8 31.6 63.6 39.1 78.2 60' - 26.9 - - 21.2 42.4 _26.1 52.1 z J 66' 34.8 _69.6 21.4 42.8 54.8 109.6 67.4 134.8 66' - 36.7 - 22.5 28.9 57.8 35.5 71.1 66' - 24.5 - - - 38.5 23.7 47.4 O 72' 31.9 83.8 - 79.2 50.3 100.5 61.8 123.6 72" - 33.7 - 20.7 26.5 53.0 32.6 65.2 72' - 22.4 - - - 35.3 21.7 43.4 J n 74' 31.1 62.1 - 38.1 48.9 97.8 60.1 120.2 74' - 32.8 - 20.1 25.8 51.8 31.7 53.4 74' 21.8 - - - 34.4 21.1 42.3 C 19 1/8` _96.6 140.0 59.3 118.6 140.0. 140.0 140.0 140.0 19 1/8" 56.3 112.7 34.6 69.2_ 86.7 140.0 109.0 _140.0_ lil Q 26 1/2' 69.7 139.4 42.8 85.6 109.7 140.0 134.9 140.0 26 1/2" 40.7 _81.3 25.0 49.9 64.0 128.0 78.7 140.0 m Z Q 30" 61.6 123.1 37.8 75.6 96.9 140.0 119.2 140.0 30" 35.9 71.8 22.0 44.1 56.5 113.1 69.5 139.0 Q 37" 49.9 99.8 30.6 61.3 78.6 140.0 96.6 140.0 37' 29.1 58.2 - 35.7 45.8 91.7 55.4 112.7 42" 44.0 87.9 27.0 54.0 69.2 138.4 85.1 140.0 42' 25.7 51.3 - 31.5 40.4 80.8 49.7 99.3 ANCFIORS ARCHES TO BE INSCRIBED j O r n SEE SHEETS 9 THRU 6 INSIDE RECTANGULAR SHAPE Z o Lz 48" 63" 38.5 77.0 23.6 47.2 60.6 121.1 74.5 140.0 48" 108" 22.4 44.9 - 27.6 357 70.7 43.4 _86.9 Z 3 _ FOR DETAILS HORIZONTAL ? 3 Z n 54' 34.8 69.5 21.3 42.7 54.7 109.5 67.3 134.6 54" 20.3 40.6 - 24.9 31.9 63.8 39.3 78.5 SEE CHART FOR CMACITY -MULLION 60" 30.8_ 61.6 - _37.8 48.5 98.9 59.6 119.2 60' - 35.9 - 22.0 28.3 56.5 34.8 69.5 Q d C))p 66" 28.0 56.0 - 34.4 44.1 88.1 54.2 108.3 66" - - - W _ _ 32.8 20.0 25.7 51.4 31.6 83.2 GLAZING Q pp 72' 25.7 51.7 - 31.5 40.4 80.8 49.7 99.3 72" - 29.9 - - 27.6 47.1 29.0 57.9 VERTICAL PRODUCT 3 MULLION 74' 25.0 49.9 - 30.6 39.3 78.6 48.3 96.6 74' - 29.1 - - 22.9 45.8 28.2 56.4 19 1/8' _81.9 140.0 50.3_ 100.8 129.0 140.0 140.0 140.0 19 1/8' 50.7 _101.4 31.1 62.2 79.8 140.0 98.1 140.0 a OR \ GLAZING GLAZING H 'ANCHOR M1 Y 26 1/2' 59.1 118.3 36.3 72.6 93.1 140.0 114.5 140.0_ 26 1/2" 36.6 73.2 22.5 44.9 57.6 115.2 70.8 140.0 PRODUCT PRODUCT c1 G 3 Y 30" 52.2 104.5 32.1 64.1 82.2 140.0 101.1 140.0 JO" 72.3 84.6 - 39.7 50.9 I01.8 82.8 125.1 GUZING GLAZING H J7" 42.4 84.7 26.0 52.0 66.7 133.3 82.0 140.0 37" 26.2 52.4 - 32.2 41.3 82.5 50.7 101.4 PRODUCT PRODUCT 0 >r 42' 17.3 74.6 22.9 45.8 56.7 117.5 72.2 140.0 42' 23.1 46.2 - 28.3 36.3 72.7 44.7 89.4 P 48" 74 1/4' 32.6 65.3 20.0 40.1 51.4 102.8 63.2 126.4 48' 120" 20.2 40.4 - 24.8 31.8 63.6 39.1 78.2__ I I u 4 54' 29.5_ 59.0 - 36.2 48.4 92.9 57.1 114.2 54' - 36.5 - 22.4 _ 28.7 57.5 35.3 70.7 MULLION SPAN ? BO' 28.1 52.2 - 32.1 41.1 82.2 50.6U43 60' - 32.3 - - 25.4 50.9 31.3 62.6 LIN A.2 66" 23.7 47.5 - 29.1 37.4 74.8 46.0 66' - 29.4 - - 23.1 _46.3 28.4 56.9 - 72" 21.8 43.5 - 26.7 34.3 68.5 42.1 M• • • • _ 2759 4L• - 21.2 42.4 26.1 52.1 c u • • • TYPICAL MULLION ARRANGEMENTS a o R o 74' 21.2 42.4 - B. 33.3 66.7 41.0 74' • 2C2 - - 20.6 41.3 25.4 50.7 ^o'b'$ 8 • •• • • • • ••• • 1Vl 4 4V2 0 u o u 4 u • • • • • • • • • WIOTH (W) = •• ••• •• • • • •• 2 NOTE: Eagr.JAVAD AHMAD o ANY ANCHOR CONDITION SHOWN HEREIN MAY COVEg ••• Fu.PE L 7p592 -' • ••• _ • _ • LOCATIONS_AT HEAD, SILL OR JAMB ENDS. 0 • • _ • • • • • PRODUCT REVISED as eomplyi9B WDh the Florida - S FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU•tl7. i • :0: •• • ••• i i OuRdlogCode p Z� a 0 6 ; pcccptanw No `M (INTERPOLATION BETWEEN WIDTHS OR SPANS ALgQV�ED)•• • twcaN( LD CT ?Il��l 9 • •A1�CHO zsdraWin Br M95-06A Idi ado Product Com ul sheet 3 of • • • • • • • • • • ••• • • • 000 0 0 E4_ /4"DIA.TAPCONS BY'ITW' �/4'DIA TAPCONS BY 'ITW' J 1-1/2'MIN.WOOD PENETRATION 1/4'DN.TAPCONS BY'ITW' 1-1 2"MIN.WOOD PENETRATION 1/4'DIA TAPCONS BY'ITW' o+ 1"MIN. 2 PER CLIP(1 ON EACH WING 1-1/2"MIN. WOOD IPENE ANC N 4 PER CLIP(2 ON EACHWING 1-1/2"'DIN..D00 PENETRATKN j EDGE DIST. 1"MIN. 1" MIN. 2 PER ANGL Z Q EDGE ' O IS !"U" DIST. l1IIIM2BY WOOD BUCK. l 28Y WOOD BUCK 11 1I g6OR2 X 2 X 1/8" __ _____ OR ` JU 2 X 2% 1/B'WOOD STRUCTURE IALUM ANGLE 1 -'---' ALUM ANGLE DOD STRUCTURE I Ii 4 SMS L4FLOATING CLIP 1 I I 1 I I 2 PER ANGLE I I {L Z") 1 I I 1-3/4"O.C. MIN. 1 I 1 I FLOATING CUP 1 I £ 1 : I 1 I I 1 1-3 TOR 3C TUBE I i Q W�A-11 a J Li2-3/4"O.C. MIN. FOR ALL OTHER TUBES U Z $ O N J p q 1/4"DIA. TAPCONS BY'ITW' 1/4'DM.TAPCONS BY'NW' 1/4"DIA.TAPCONS BY'ffW' 1/4"DIA.TAPCONS BY'ITW' p 1-1/4'MIN.EMBED 1-1/4'MIN. EMBED 1-1/2"MIN.EMBED 1-1/2'MIN, EMBED 4j I` INTO CONCRETE OR BLOCK INTO CONCRETE OR BLOCK 2-1/4' INTO CONCRETE OR BLOCK INTO CONCRETE OR BLOCK I''1 0 > 2-1/4"MIN. 2 PER CUP(1 ON EACH WING) 1 PER ANGL MIN, 4 PER CUP(2 ON EACH WING) 2 PER ANGLE m '� Q'(00 EDC E 01ST. EDGE DIST. 3" MIN. Z Z 3 top u Q SC M W \� II II O xg ` xg• �.� \ ` 999.....�� 3 1 II \2 II II ter / V U I I It 11 1 I I I 2 X221/8' 113Y U U 2 X 2 % 1/8" YY --------- WOOD BUCK 1 I ALUM ANGLE ------------- WOOD BUCK I j j ALUM ANGLE C I I 014 SNS I I I I 2 PER ANGLE I I I I I i 014 SMS I I 1-3 4 O.C. MIN. I I 1 I 1 I 2 PER ANGLE FLOATING CLIP I I / I 1 I I FLOATING CLIP 1 I 1-3/4'O.C. MIN. I I o R R _1 I I I I I 1 I I FOR 3'TUBE I 11. 2 Q 2-3/4'O.C.MIN. - 88 FOR ALL OTHER TUBES w $ vc ANCHORS TYPE '62' ANCHORS TYPE 'Al' c•a o_ „ •• ••• • • • • • •• 4oD �a • • • • • • • • • g Sao • • • �� •• ••• •• ••• • •PRODI3C'f REVISED es&^jytitS Wld)Om Flarida - n •_ Balldin8 cedo jai Q O 6 En9r.4AVAO AHMAD n o_ Expir tionDel 11��(( V r AL P,XpitationDeto_ M.P 70592 �- _ _ - •:• • •••� - CA.N 538 - s •• • ••• •• j d4ro ct Contra v • •µL CLIPS TO.F NU�I MU N: ,T tj 11� P-1.9no. ••• • TAPCONS MAYSBE HJX OR FLAT M95-06A sheet 4 Of g • •• •• • • • •• •• ••• • • • ••• • • 1/4"DIA. TAPCONS BY'NW' 1/4'DU.TAPCONS BY'ITW' 1-1/4'MIN.EMBED INTO MASONRY BLOCKS 1-1/4"MIN. EMBED INTO MASONRY B7�A 2 PER CLIP(1 ON EACH WING 1/4�DIA.TAPCONS BY'ITW' 4 PER CLIP (2 ON EACH 1/4"OIA.TAPCONS BY'ITW' 1-1/4"MIN. EMBED INTO MASONRY BLOCKS 1/4"MIN.EMBED INTO MASONRY BLOCKS 2-1/4"MIN. 1 PER ANGL 2-1/4' 2 PER ANGL MIN. O Z EDGE DIST. ` A A A EDGE D111-. "IN '7t A A 3 VA ' I I �f11111I I �/A C II II \� II U II II \ II 11 IgG rf I • N ^ C II II -------- 1 i U U 2 x 2 x 1/8"S 11 ------------- l ) U U 2 x z x I B 1 I I I ALUM ANGLE I j j j ALUM ANGLE" O a p I I 1 I I 2 PERI ANGLE I I 1 I I 1 #14 SMS O.3-,K 1 I FLOATING CUP I I 1-3/4"O.C. MIN. 1 I I I I 1 2 PER ANGLE 1 I i I I I FLOATING CLIP I 1 1-3/4'O.C. MIN. I 1 Q LL FOR 3'TUBE 2-3/4'O.C. MIN. Q Z M FOR ALL OTHER TUBES ANCHORS TYPE 'AA2' ANCHORS TYPE 'AA4' N � � z o_ 7 JinQ o J � V Wp> m Z¢1 Q M b M N 1/4"DIA TAPCONS BY'fIW' 1/4"DIA.TAPCONS BY'ITW' n I 1-3/4"MIN. EMBED INTO CONCRETE 1 4'DIA.TAPCONS 8Y'ITW' 1-3/4"MIN. EMBED INTO CONCRETE Z 3 2 PER CUP(1 ON EACH WING / 4 PER CUP(2 ON EACH WING 1/4'DN.TAPCONS BY'ITW' 1-1/4'MIN. EMBED INTO CONCRETE 2-1/4' 1-1/4'MIN. EMBED INTO CONCRETE 3 z yy n 2-1/4"MIN. 1 PER AN 2 PER ANGL 7 W �i MIN. J p J EDGE qSi. EDGE DIST. 3' Q M W . I.• MIN. I• Q ap f N I I N z I I I I I ^ ^ I IIII ---____-- I1II III IIIII III11 I1III •" III 1 iI i I II 1III I UU111. 8" o 2 x 2 x 1/8' 2 x 2 ALUM ANGLE ------------- ALUMANGLE 3/4"O.C.MIN. SMS FLOATING CUP 2 PER ANGLE 2 /14 SMS PER ANGLE 1raI FLOATING CLIP 4cOy F 33 R829S 1 3/ R8 O.C. MIN. I 1 FOR 3"TUBE 1 I 2-3/4"O.C.MIN. a g$otM •• 000 • • • • . •• FOR ALL OTHER TUBES c O n qtd tM • • • • • • • • w • • •• • • • • d 0 u r u ANCHORS TYPE 'AAA2' ••• •• •• •• • • • ANCHORS TYPE 'AAA4' • . •• En9r.JAVAD AHMAD I •� CM Q > FLA.PE 70592 - - - - • ••• • -••.• •_ - - CAN. 38 - • • • VISIRD •• •AlL CLIP••0•FIT SO INTO Tj8E IUL ON �OO.ppiyinUCT gg hthe Wdd0 v` • • TAPL�N54.fA1•DE4iEx ORIFLAT IrrAD. • • wilding Code p 1i •.• • � �•• • • cccpiana No 1 p $ 6 O 711�!'I drawing no. • IrAd n�,u M95-06A TY • • • • • • • • • • • •• •• • • • •• •• METAL STRUCTURES 014 SMS OR 1/4'TEKS METAL STRUCTURES 414 SNS OR / TEKS o (STEEL OR ALUM. 1/8'MIN. (HICK) 2 PER CLIP /4" 414 SMS OR 1/4'TEKS (STEEL OR ALUM. 1/8"MIN.THICK) 4 PER CLIP I STEEL: Fy = 36 KSI MIN. (1 ON EACH WING) 1 PER ANGLE STEEL: Fy j 36 KSI MIN. (2 ON EACH WING) rANGLE1 4 SMS OR 1/4'TEKS ALUMINUM 6063-T5 MIN. ALUMINUM :I6063-T5 MIN. Z eJ N � ^ II II g II II 1 1 II II II II 11T ' ` N U I 1T f li V V 8a 1 1 2 X 2 X 1/8' IL__.J__________ , I 414 SMS I I ALUM2ANGLE8• a@ _________ I I I I ALUM ANGLE I I I 2 PER ANGLE , I j 1-3/4'O.C. MIN.s. 1 I 4 G I I FOR 3'TUBE I I FLOATING CLIP i i 2 PERI ANGLE FLOATING CLIP I I 2-3/4"O.C. MIN. I I - 1-3/4" HER TUBES O.C. MIN. _ - I- I I 3 S REWSALL TPER ANGLE I 1 Q W p LL H•g JZ-LI, If�a C Q�", ANCHORS TYPE '62ANCHORS TYPE '84' a ALL CUPS TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. (A - O 414 SMS O 1-1/2'O.C. MIN. .- - - - -- J 2 PER CHANNEL(1X2& 1X3 TUBES) - O R 3 PER CWWNEL(1X4& 2X4 TU9ES)_N TUBE MULLION 4 PER CHANNEL(2X6 TUBE) L m a�0 D Z Z3� '° I D 3z� M 1/8"THICK ALUM CHANNEL _J O " LENGTH TO FIT SNUG I I Q ^W INTO MULLION j TUBE MULLION Q a0 f TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY 414 SMS O 1-1/2'O.C. MIN. I y 2 PER CLIP(1X2& 1X3 TUBES) 1 I C q 3 PER CLIP(X4&2X4 TUBES) ACCESS HOLE 4 PER CLIP (2%6 TUBE) I I off -- -, -- lk4 • • - 0®R` .. •N g • • .• I • • • . • . • 1 • THIS SCREW CAN BE I 410 FH SMS• •• •• • • , I INSTALLED IN EITHER-/' 2 PER CUP , •• 1 DIRECTION qfi+ I I 1'O.C. MIN. Engr.JAVAD AHMMD ' o W I I_ I i I I FlA E 0692 _ _ •• -• ••• — - CAN. n 1 L' 1-0/t"X 2' % 1/8"(FOR 2BY T E) • • •I'i(ffDU VIS1.D 3 3/4'X 2'X 1/8"FOR�IBYJ LE • • ••• •• • •M lTdin Ino NR�Iho�Pl�mide OCT CUT TO FR SNUG INS �IBE • : ••• • �p8o� �,.,x..._ro_ QGI e 6 drawing no. ANCHOR DETAIL #1 By I1IFFTf L M95-06A METAL TO METAL CONNECTION Minim Dnde Product Control sheet 8 of g . 7 � 1 MIAM1• MYAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidnde.goL/economX T.M.Windows LLC 1543 N.Powerline Road 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 will incur the expense of such testing and the AW may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series"805"Aluminum Horizontal Rolling Window--L.M.I. APPROVAL DOCUMENT: Drawing No.WO-81,titled"Series 805 Alum.Horizontal Rolling WAdw. (L.M.I.)",sheets 1 through 7 of 7,dated 09/19/08,with revision E dated 03/16/15,rrepared by Al obwtoq 900%8 Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Aroducl O ntiol • Revision stamp with the Notice of Acceptance number and expiration date by the Nltftt'Dade Caurny *00000 Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •..' 9999. LABELING: Each unit shall bear a permanent label with the manufacturees ?i1tD 3 pr logo;.*Mi r, state,•'•• model/series, and following statement: "Miami-Dade County Product Control Approved", unre's§otherwise 1 •9999 9 • noted herein. • . . . . 9999.. RENEWAL of this NOA shall be considered after a renewal application has bean filed and t�iere has been no change in the applicable building code negatively affecting the performance of tMa product......•••. e 0 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 NOAH 13-0107.08 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA N6.15-0505.29 MiAMt•DADEcoUExpiration Date: May 13,2019 �V. I Approval Date: August 13 2015 Te( % Pagel 1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1110.02) 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 E dated 03/16/15,prepared by A1-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. FTL=5945,dated 07/31/09, signed and sealed by Julio E. Gonzalez,P.E. (Submitted under 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 0•• 4)Large Missile Impact Test per FBC,TAS 201-94 ...... 5) Cyclic Wind Pressure Loading per FBC,INS 203-94 ,••••� •; 6)Forced Entry Test,per FBC 24113.2.1, TAS'102-94 along with marked-up drawings and installation diagram of anpjypunumAorgontal ;••••; rolling window,prepared by Fenestration Testing Laboratory,IRS.,Test Report No. FTL-5457,dated 01/22/08, signed and sealed by Carlos S. Na4da;P.E. a ;••• •• ••• (Submitted under NOA No. 09-0105.02) " " t 3. Test reports on: 1)Uniform Static Air Pressure Test, LoadinperVC T6S%02-94 ••; • 2)Large Missile Impact Test per FBC,TAS 201-44 :""' 3) Cyclic Wind Pressure Loading per FBC, fAS 243-94•'•• along with marked-up drawings and installation diagram of aluminum horizoftl rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5459,dated 01/17/08, signed and sealed by Michael R. Wenzel,P.E. (Submitted under NOA No. 09-0105.02) Manuel ,P.E. Product Contro miner NOA No.15-0505.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 E- 1 { T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED r a C. TESTS(cowiNUED) 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 r 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 11/13/03, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 04-0120.01) 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,LTAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1 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) see* e ...... C. CALCULATIONS •• •• • 1. Anchor verification calculations and structural analysis,comp)NIR',Mth FBC Ste "'"' Edition (2014) and of no financial interest dated 03/16/15 and xe`vjied on Q$/67/15, ;••••; ` prepared by Al-Farooq Corporation, signed and sealed by JavAdAhAlad,IF..' ,.... 2. Glazing complies with ASTM E1300-09 •••••• ease ••:••• e .. .. .... ...... eso.s. o. . D. QUALITY ASSURANCE • . . ...... 1. Miami-Dade Department of Regulatory and Economic Resources(RER)::""' s . . .Goes. E. MATERIAL CERTIFICATIONS 0000 " 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlasO (Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. ' 3. Notice of Acceptance No. 13-1126.20 issued to Allnex USA,Inc. for their"Uvekol S Laminated Glass Interlayer", dated 02/20/14,expiring on 02/08/19. Manuel PArd,P.E. Product ContiUEx iner NOA No05.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 E-2 r T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), and of no financial interest, dated March 26, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. 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#09-1110.02) 3. Laboratory compliance letter for Test Report No. FTL=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. (Submitted under NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Reports No. FTL-3946 and FTL-3995,issued by Fenestration Testing Laboratory, Inc., dated 11/04/03 and 11/13/03 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No 04-0120.01) G. OTHERS . 1. Notice of Acceptance No. 14-0107.08, issued to T.M. Window LLC,for their Series "805"Aluminum Horizontal Rolling Window- L.M.I., approved on 02/20/14 and .expiring on 05/13/10. . . .... ...... .. .. . • .... . .. ..... 000* ...... .... ..... .. .. .... ...... . . • Manuel P e P.E. Product Control XjAminer NOA No. 15-0505.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 E-3 3/16"ANN.GLASS 3/16"HEAT STREN'0 GLASS AODL.ANCHOR READ. u .090"Inlerb er .090"Interlayer FOR INSTALLATIONS INTO WOOD STRUCTURES OR M� m Saflex Clear YAnd Color Gloom Kuroroy SentryGlas THRU WOOD BUCKS INTO MASONRY I By'Eastman Chemical Co.' By 'Kuraray Americo,Inc.' MAX. z \MNOGWWIDTH 3/16'ANN. CUSS 3/18"HEAT STREN'D GLASS 93/X8" 6'MAX. 0 J SILICONESILICONE FALSE MUNTINS 8" HEAD HEAD/SILL a SURFACE APPUEO) q SILL CORNERS o m GE RG57700 GE RCORNIN ( d 3" DOW CORNING 995 � DOW CORNING 995 MAY BE USE 3 13 !i l! 13 G Y „r ii ii n li i A C E a W f9 4 II jl II II 4 0 <� 4 E C a 5 11 /i ii D ij �j li 5 r5 8 AT 1/4 POINTS ON UTES 28 AT 1/4 POINTS ON LRES N n �� i� �� Zi WIDER THAN 36'ONLY WIDER THAN 36'ONLY = iu= Y NO TYPE 'A TYPE 7/16.OVERALL GLASS 7/16.OVERALL GLASS 1/8"TEMP. GLASS II II �I II 3/16'HEAT STREN'0 GLASS jBy 1 " S 1/4"AIR SPACE Ir ji —i _TI 8 II it li I .120"Interlayer terlayer 1/8'ANN. GLASS 3 I' I n UVekol S S B 'Allnex USA,Inc.' e. USA, Inc.' .090" Interlayer _ 00 Y Soflex Clear And Color Glaae_ By'Eastman Chemical Co.' I O M 3/16"HEAT STREN'D GLASS /16"ANN. GLASS 1/8"ANN. GLASS 32 7/8' 33 1/2' m i SILICONESILICONE SILICONE D.L. OPG. D.L. OPG. T GE RGS7700GE RGS7700 GE RGS7700 u 3 w UQ N DOW CORNING 995 zDOW CORNING 995 N DOW CORNING 995 37 1/2• 'n C)3 L li I VENT WIDTH O O OD m 13 II !! "m 1 i + Za' n n u u TYPICAL ELEVATION 3 Z a XO OR OX SIZESMAXIMUM DESIGN LOAD RATING - PSFFOR SIZES SHOWN ABOVE OR SMALLER AT 1/4 POINTS ON LITES1/4 POINTS ON LITES28 28 AT 1/4 POINTS ALL SIZES CLA33 TYPE'A' CLASS TYPE BCLASS TYPE'C GIAS3 TYPE'D' CTA33 TYPE'E' WIDER THAN 36"ONLYER THAN 36'ONLY EICT.(+) INT.(-) EXT.(+) TNT.(-) EXT.(+) TNT.(-) EXT.(+) 1Ni.(-) EXT.(+) INT.(-) TYPE 'C' TYPE 'D' TYPE E 80,0 90.0 90.0 130.0 90.0 90.0 55.0 55.0 79.0 79.0 C 1/2"OVERALL GLASS 1/2'OVERALL GLASS 11/16'OVERALL INSUL. GLASS jj LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, o $ GLAZING OPTIONS FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO 380.0 PST. a 12 q NOTE: • SERIES 805 GLASS CAPACITIES ON THIS SHEET ARE ALUMINUM HORIZONTAL ROLLING WDWHORIZONTAL ROLLINGWDW, BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING:COMMISSION • DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE :• R••. •AT& BID CIRIiN2� �DESIGNED AND TESTED TO COMPLY WITH THE oo§ CHARTS SHOWN ON SHEETS 1 h 2. • • •A ul M rs•HF H FLORIDA BUILDING CODE INCLUDING HIGH VELOCItt DECLARATORY STATEMENT DCA05-DEC-219 y g B 0 Z < m APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE • • •WOOD " (,T( 66 QFHFRS%UST BE ANCHORED PROPERLY TO TRANSFER THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLUN&RITH "Ilt &ADS THE rSTRI1CT0LZE SHUTTERS ARE NOT REQUIRED. b 1 MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr. JAVAO AHMAD w c APPROVED MULLIONS IN BETWEEN. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CIVIL PRODUCTRBVISBD S r LOWER DESIGN PRESSURE.FROM WINDOWS OR MULLION APPROVAL - FLA.PE 70592 ss complying wldlthe 47orida -Pa WILL APPLY TO ENTIRE SYSTEM. • •• •ANCHOlItB101 OR LO G CONDITIONS NOT SHOWN IN THESE DETAILS ARE CA.N. 38 Buildius Code • • •NOT PART OF THIS APPRO jL Acceplanco No • • ,:A• • imtlon Dare&OAO DURATION INSREASR IS•USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •• • ALC S1110*TO BE HIGH IMPA$T, NON-METALLIC AND NON-COMPRESSIBLE. ,,MATERLALS BUT NOT drawing no. METAL SCREWS. THAT COME INTOINCLUDING CONTACT WITH OTHERMITED DSSIMILARTMATEELERIALS SHALL MEET THE AAPR2015 W08—$1 REQUIREMENTS OF THE FLORIDA BUILDING CODE. Sheet 1 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 9 ••• 0 0 ADDL ANCHOR REOD. FORINSTALLATIONS INTO W000 STRUCTURES OR ADDL.ANCHOR READ. THRU WOOD DUCKS INTO NASONRY FOR INSTALLATIONS INTO m 111" Kw. WOOD STRUCTURES OR o WINDOW WIDTH THRU WOOD BUCI(S INTO MASONRY 111„MAX O 10 1/4' WINDOW WIDTH F 8" MAX. 9 3/8„ d FALSE MUNTINS 3. HEAD\SILL MAX. 6• FALSE MUNTINS 14 7/8" 3" 6"MAX. QQQ (SURFACE APPLIED) A AT FIX.LITE HEAD\SILL HEAD/SILL (SURFACE APPLIED) TA MAX. HEAD/SILLMAY DEUSED AT VENT CORNERS MAY BE USED SEAL CORNERS C II II ,I II II II �� II 1 II I II M1 Q g ILL II I, o C rc_IIf_cc it 4 I , is== 4 c=-T 4 =it====tt===-q'a __Lt--.- 0 O $ ,� ./. II ,I /. li 11 /. I, C T1 ,j II ,I yI •41 o. Ij // �� 3 1� //. n // �I 4o m �" u 5 ,I /'✓. II .Ij D i p a r , ,/ 1 •/ ao. •/ I \ m a N � I II 11 a01, 1 _\D _\ J n S _= ==yF===_ _=_;-----IT_n 0,1 _Il ',� u� �k} v1O11 i p II �I II I^ O I� II O1- Z II�jj �1 II ,I II 1, , .-. II I II 1 II I I h 3 _ IF 1L__ ,I ItI1I y1___ __JL___JI _ _i14--_ _"1F-___{i==_ 7L --'I v 1� =-?r===fir-- __�====P -- --1T---lr-= _- p-- - n Ir- - I,r -- D II ,� II II I B ii O 3 I I I 11 3 I O) n m I 1 1 I 1 I 1 I �5 N �xM1 TF �gj rn 24 5/8" m i o Z L 4 32 7/B" 33 1/2" 32 7/8" mP'j, E24 5/8" 50"MAX.I . OPG. D.L.OPG. D.L. OPG. N rc D.L.OPG. O.L. OPG. O.L. OPG. 8 ' toWQ37 5/8" 37 3/8" '0 1/4" 29 1/4" '0 3p 3,: '1 VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH Z a o XOX SIZES TYPICAL ELEVATIONS XOX SIZES a, s MAXIMUM DESIGN LOAD RATING - PSF MAXIMUM DESIGN LOAD RATING - PSF -a FOR SIZES SHOWN ABOVE OR SMALLER FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE'B' GLASS TYPE'C' CLASS TYPE'E' GLASS TYPE'A' CLA98 TYPE'B' EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) mg-) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 80.0 90.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, LOADS SHOWN ABOVE ARE FOR WINDOW VENTS c FOR METALLIC SWEEP LATCHES LIMIT MAX.LOADS TO*80.0 PSF. WITH SPRING LOADED ALUM LATCHES, K$ Q FOR METALLIC SWEEP LATCHES LIMIT MAX.LOADS j pS TO *80.0 PSF. C9 S 12 1 • • . . . . . . i 0 0 5 d d d •• ••• •• • • • •• �Tq En9r. O e r.JAVAD AHMAD PRODUCT REVISED 2 B FIA PE111 70592 m complying with dw F1m1A0 6. 3 - • ••• '• ••• • • 4C�A�N1 BII" ItCode //�'A�(�'• • • • • Acceptance No�g'0 "�L/• • xDela. '(,(J• • • • • • • • NOTE:• • • • GLASS CAPACITIES ON THIS SHEET ARE••• • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) Muniade roQllel droAND FLORIDA BUILDING COMMISSION WOB—S1 DECLARATORY STATEMENT DCA05-DEC-219 7 2015 2 oT sheet • •• •• • • • •• •• ••• • • • ••• • • '. TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SiTi 3 WOOD BU K METAL FOR SPAGNG o0 .. � STRUCTURE f______________ 'l I MIAMhDADE COUNTY APPROVED I Z ,de. e�. .. ..EDGE'DIST... Ir--- 11 °a . °d •' p10 X 3/8"PH SMS CCCcCg ' Y j MULLION &MULLION ANCHORS i Q a' d.� a.,•, 2 PER CUP 3 i SEE SEPARATE NOA I I N 3 \ GE OISf. N I I EDGE I I �d 1 DIST. I I i EDGE DIST. I I fi 21 - - - - —L� ----_--- TYPICAL _= d 8 ......,i Qa�cqt j 4'LONG TYPICAL ANCHORS 14 WIRD LOAD CLIP TYPICAL ANCHORS FOR SEE SPACINGSEE d+ GO Nd 4 h OR SP ELEV. a 2 l i J WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS Q r MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ii if ii AND TRANSFER THEM TO THE BUILDING STRUCTURE. i! -- if p jl v n SEALANTS: TYPICAL ANCHORS: SEE ELEV.FOR SPACING ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH 1/4` DIA, ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) o n I! it jl it SILICONE OR ACRYLIC SEALANT. oo �+ O j! ii p 11 INTO 20Y WOOD BUCKS OR WOOD STRUCTURES ¢n @S r i !i i ji WEEPHOLES: 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) V&� o Qi 051 — 1-1/4" X 1/4' WEEPHOLES WITH PLASTIC BAFFLE THRU 1BY BUCKS INTO CONC, OR MASONRY �Z4 _ 7[~S0 AT 4-7/8" FROM EACH END AND AT MIDSPAN 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) v W if !I !i W2 - 1-1/4" X 1/4" WEEPHOLES 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) w I AT 4-7 B" FROM EACH ENO AND AT MIDSPAN z O Ii !i o m z it ji 053 = 2" LONG WEEP NOTCH AT EACH END DIRECTLY INTO CONC. OR MASONRY Z OL o I II j! if 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) zz Y W4 - 1" LONG WEEP NOTCH AT 32" FROM EACH END 3 ¢ n ii ifi 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) na m if it 1/4" DIA, TEKS SELF DRILLING SCREWS BY 'ITW'(GRADE 5 CRS) I-ra !! !! INTO METAL STRUCTURES O it STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) Ii if ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ii if 1921 Q 11 12"LONG ADAPTER (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I IfN14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 7 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. ° 0W 3 8 (NO SHIM SPACE) u �t 9 TYPICAL EDGE DISTANCE S g 053 28 INTO CONCRETE AND MASONRY - 2-1/2" MIN. NTO WOOD STRUCTURE = 1" MIN. ri B W4 ••• • • • •• D • • • • • • 3 INTO METAL STRUCTURE - 3/4" MIN. 6 ° 23.... •w �•• • • • • Som^o 2 •• • • • •• • �^ 05000 AT HEAD, SILL OR JAMBS SG - 0.55 MIN. °c<m u o u • •' • • • • • CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. •• • • [rill I C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN, yTQ s. Engr.,IAVCrAL PRODUCT REVISED "' t _ I .a '�.. •. I ' " • -ITA P 70592 ucomplying ivi9l Ulo FlorWA— $ •••• • CA8 [Tuiidiog Coda r �§ phi `.d,-` • v-.� � o• J AeceptAnce No/5090 a' HORS •• 1 • p • .t .` . Cx'ration DeOe I ♦OR SPA INC • • r• •'e•�,�'• I TYPICAL ANCHORS • • n ..! wi W2 ••• • • • ' 3 PER CLIP Mi a ProduG Cd91n7E dr°winy no. EDGE DIST. I EDGE DIST. AqPR 0 7 201: W08-81 sheet 3 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • 1/4'SHIM O 12 O MAX. VENT WIDTH m I m 18 25 1/4'MAX. Z 0 ; METS SHIMS 1 4 15 8 SSE'PEI ELEV. AL ANCHORS O F 0yy�� J STRUCTURE FOR SPACING w 1,T 8 18 r SCREENS OPT. _______ -:❑ - r: -._ -:ca �19Y Q Cq WQQD BUCKS w S g 1s a egg TYPICAL ANCHORS f SEE EU V. q D.L.O. Is FOR SPACING EXTERIOR < Q Zl WINDOW WIDTH Q XO LAYOUT m OX OPPOSITE n © O 1/4•MAX. b 1/4'SHIM VENT WIDTH VENT WIDTH SHIMS a O OM .. MAX. al U J BY W000 BUCK TYPICAL ANCHORS o Z OR SEE ELEV.SPACING Of= n FOR SPACING y�31 w O WO STRUCTURE y r � r/2' 1 v�4• 12N0 SCREENS OPT. _____ .:_:=--`-:_:. r.a-._:_:_ _____ SCREENS OPT--- r m yr o Ei yt TYPICAL ANCHORS SEE ELL EXTERIOR w000 eucl<s ! r o 8 R FOR SPACING 8 WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV.FOR SPACING MIAMI-DADE COUNTY •• ••• • • • PROD LION • • • • • • EEEPTE NOA •N • •i • i i 0 0.0 •• ,r -T I ' VENTS WITH N <<m o 0 • ' • ' • ' • • ISPRING LOADED LATCHES - EW:JAVAD NOMAD CML PRODUCT REVISED _ _FLA PE/70592 OS complying with dw Fkwi& C _ • •••_ • 00! • • I I I I 1, C 3538 IIAuildiog - i i i•• -.-._._. ._. .__, I I n ccePlenceNol�-09D5.2�O y y k I I 11 �'relion Dafe I l $ $ b $ • • • • • „_.._.._.._.._ _.._.. .. I i 11 -------SCREENS OPT. • •• • • • L---J Mi -ProducCCoo1[d drawing. no. EXTERIOR O7 2019 W08-81 WINDOW WIDTH .I. WINDOW WIDTH 3heEt 4 Of 7 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • 1/4-SHIM -S © VENT WIDTH O O 18 1/4•MAX' Z � 2 SHIMS TYPICAL ANCHORS O S METAL 1 4 15 B SEE ELEV. Fr STRUCTURE FOR SPACING r.W AS � o 19 n _---._.:_:_---- <a -------SCREENS OPT. -^---_-J .. - 1.9Y S 008 W9,00 BUCKS �+ TYPICAL ANCHORS 9 19 LL Z $ SEE ELEV. 4 D.L.O. 5 J D $ J FOR SPACING EXTERIOR a o Q a k' WINDOW WIDTH O XO LAYOUT 4 OX OPPOSRE C D 1/4'MAX. 00 1/4'SHIN O VENT WIDTH VENT WIDTH SHIMS O .a.. MAX. IBY rj W . BY WOOD BUCKW00D BUCKS o JJJ Z 3w¢VQ W STRUCNRE P•• 0 1_/2, El ❑ __ _ _ 3_1/4• Z O'm ro 3 -- Za m a -- _--- .. TYPICAL ANCHORS 3 0 ---SCREENS T. ----- "-'-_ -'- --^-- SCREENS OPT.--- SEE ELEV. POR SPACING D.L.O. TYPICAL ANCHORS B SEE ELEV. FOR SPACING EXTERIOR g WINDOW WIDTH sc j XOX LAYOUT TYPICAL ANCHORS C$f $ SEE ELEV. FOR SPACING MIAMI-DADE COUNTY ji; !E'fEPNOA' IF___TVENTS WITH < m a w • • • • • • • • II SWEEP LATCHES •• ••• •• • • • •• 11 I ------ Engr:JAVAD AHMAD PRODUCT RBVISED - 11 I I CfA •••••••• ••••• • •••••••• _ - ------- --_ IIII IIIIL__-�III III1 - 4APR L . complying wdith"Florida 2 ••• ••• 536 Building Cdd 050Acceptort ieac -------SCREENS OPT. B drawing no.Mia i ad9P cl EXTERIOR W08-81 WINDOW WIDTH WINDOW WIDH Shea► 5 0/ 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3.069 . 1.000 Imo- ITEM PART 0 QUANTITY DESCRIPTION MATERIAL MANF./SUPPWRR/REYARKS (� 5 .082 ,062 I-{ 1 TM-130 1 FRAME HEAD 6063-T6 - 1� FFm 41,375 750 2 TM-1338 1 FRAME SILL BASE 6083-T6 - 1.875 _. 3 TM-134 7 FRAME SILL TOP 6063-T6 - Z 312.437 1,425 1.250125_, , 4 TM-132 AS REGD. FRAME JAMB -VENT 6063-T6 - 0I. S YM-131A AS REGO. FRAME JAMB-FIXED 6083-TB -WIND LOAD CLIP a TM-138 2/VENT TOP AND BOTTOM RAIL 6063-T61.500 �O 7 TM-139 1/VENT JAMB STILE 8063-T6 - tg O TOP & BOTTOM RAIL � 1.000 �" a TM-140 1/VENT MEETING STILE 6063-TB - 1.030 I f 9 TM-137 1/VENT FIXED STILE(SPRING LOADED LATCH) 6063-Ta O9A TM-137A I/VENT FIXED STILE(SWEEP LATCH) 6063-T6 1 FRAME HEAD 1'750 ❑ 10 TM-136 1 SRL TRACK INSERT 6063-T6 .054 11 TM-135 _., 1 SILL CLIP ADAPTER, 12'LONG 6083-Ta AT MTG.STILE LOCATION > 1.480 12 TM-118 1/VENT SPRING LOADED VENT LATCH,3-1/8'LONG 6063-T6 AT MID SPAN eifr '125 12A - 1/VENT METALLIC SWEEP LATCH - AT MID SPAN •077 2201. 128 /8 X 3/4' 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS 1.375 15 MTG. STILE REINF• 13 TM-141A AS REGO. GLAZING BEAD(LAMINATED GLASS) 6063-TB .313 '563 .065 1'O� 13A TM-181 AS RECD. GLAZING BEAD(INSUL IAM.GLASS) 6063-T6 - Q TI -f '�'I}'SDO 14 TM-154 AS RECD. WINO LOAD CUP,4'LONG 6063-T6 - O Ih--1.420 2.312 LI I 15 1/STILE MEETING STILE REINFORCING 6083-T6 - 7- � IB - 2/STILE FIXED STILE REINFORCING 6083-T6 - Se .107-T 1'000 17 W31225 AS REGO. FIN SEAT.W STRIPPING(.270"X.220'HIGH) WOOL - � 9i 10 SILL TRACK O JAMB STILE '125 I 1a W43371 AS REOD. FIN SEAL W'STRIPPING(.187'X.370'HIGH) WOOL - 1.071 -1 19 W43201 AS RECD. FIN SEAL W'STRIPPMG(.187'X.200'HIGH) WOOL - 2'312 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/8'% 1/2'X 1-7/18'LONG p Q 18 FIX. STILE REINF. 21 - 2/VENT VENT ROLLER HOUSING&GUIDE PLASTIC AT EACH END & 0.062 1.25 5 Typ• .OSS 22 - - VENT ROLLER/WHEEL BRASS 1296-123 /12 X 1' 2/CORNER FRAME ASSEMBLY SCREWS P.H.PHILLIPS SMS.. c J Z 4- 2.373 24 /10 X 1' 2/CORNER VENT ASSEMBLY SCREWS - P.H.PHILLIPS SMS 929 1'3751 000 1.546 849 25 - 1/LATCH VENT LATCH SPRING Si.STEEL - W U^31 Ot I EA 1.235 28 W31175 AS RE00. FlN SFAL VfSTRIPPING(.187'%.175'HIGH) WOOL - OO O m m t1 SILL CLIP ADAPTER 27 TM-151 1 SILL RISER x083-T6 - z I` 1.750 .062 29 - AS RECD. SETTING BLOCKS EPDM OUROMETER BOJ:S SHORE A ' 3 Z I-1.40a O MEETING STILE 12 VENT LATCH F of 2.312 2.312 O .055 ,p56 .435 .183 1.719 ,l -T � 3.270 F 7 •80T2 .040 562 .540 .040 ,5p6 p p Q+ 2.708 1.437 1.000 1.237 1.75 1.237 _L dl d1 A L 'T,P O .923 O .923 In ° 1.750 1.750 c u aa 1.84i 9 FIXED STILE SPRING LATCH 9A 13 GLAZING BW 13A GLAZING BEAD OO ( ) O FIXED STILE (SWEEP LATCH) (LAM.GLASS) (INSUL. LAM. CLASS) ] FRAME SILL TOP �^--1.764 •• •• • • • • • 0 0 y @ o 3.069 I • •9z • • • • 000 s -a .062 • .062 • • • • • °< m c �. •• � •• • .962 2.628 1.919 1.799 Engr.JAVAO AHW1DPRODUCT REVISED .092 3,042 3.283 3,168 3.042 CIVIL d� d complying vAthft FImWm 082 • ••• • •• • • SCAN.S]=2 - LJui`7 Code O S �• • • • Acaptanee No)5' ' � a }• 1.958 • • ••• • • • : Ex i1A1 on Dato @R 8 +1 RIP ISG • • • • .16 U .500 • AS RE • • 00* • 0 BY • • • • • Mim iDedc Pro c drawing no. 3.069 .875 .875 7 20�;i WOB-81 O FRAME SILL BASE O FRAME JAMB - VENT S FRAME JAMB - FIXED 27 SILL RISER sheet g of 7 • • • 4141• • • • • • • • • • • • • • • 4141 4141 • s • 4141 4141 400 9 0 0 0041 0 0 (2) #12 x 1 1/4"PH. SMS. (2) 0101"PH. SMS _(2) R10 x 1"PH. SMS. ASSEMBLY x LY SCREWS ASSEMBLY SCREWS 3 ASSEMBLY SCREWS . y.V AS O ; i a O a< wig J FRAME TOP COMER 1 FIXED MTG. RAIL TOP CORNER o o (4) #12MB x 1 1/4"PH.SMS. VENT TOP CORNER O KO) .. ASSEMBLY SCREWS 0 3; _ZD ^� O aW L != a 0 Mill (2) /10 x I"PH.SMS, -� ASSEMBLY SCREWS • • • p o$e a o • • • a • • • • FIXED MTG. RAIL BOTTOM CORNER g Engr.JAVAD AHMAD PRODUCT REVISED d 1 CML M complying with IAM Florida 'f\v fU.P.E. 70592 - • •••_ • •• (2)► 0 x•"PH:SMS. "' - CA3B Building Code � FRAME BOTTOM-CORNER • • • •MSBL*SCREWS Acccpl-m NO�cJ'OSO 2V,9 • • ••• • • • J • mliM Date 0 • •• VEN�B�OMCORN%CORN% • • • By ••• • • • • • MI ado Product drawing no. W08-81 201i ahem 7 of 7 •.. • . . ••• . . 8/11/2015 Florida Building Code Online • • tit F .. � 1 -.• .. HoMa Denaftentof BCIS Home 'Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ( BCIS Site Map I Links Search Busines � ;� s I �,{ . Product Approval Profes I USER: Public User Regulation Product Approval Menu > Product or Application Search >Application List>Application Detail • - • FL # FL15920-R1 Application Type Revision Code Version 2014 Application Status Approved Comments •• • . . .... ...... Archived .. .. . ...... .. . ...... Product Manufacturer T M Windows LLC .... .. Address/Phone/Email 601 nw 12 ave "" •'••• pompano beach, FL 33069 Vso ••••• (954) 781-4430 "• " ••'• •••••• smetzger@tmwindow.com :":': ' •• . . . . ...... Authorized Signature Frank Bennardo '• ••• • frank@engexp.com '• Technical Representative Address/Phone/Email - - - Quality Assurance Representative T Address/Phone/Email Category Windows Subcategory Fixed https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsDdFYerPIwHD3ktsOj8%2falTX5oiAWamZO8EXOFi2lxCQ%3d%a3d 1/3 8/1112015 Florida Building Code Online Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank Bennardo Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Keith E. Lorinos, PE 2 Validation Checklist - Hardcopy Received Certificate of Independence FL15920 R1 COI Indep.odf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 •••• TAS 202 19A4 """ 00 0 .. . 6 TAS 203 0 JA%4 '00 a 0660:. 666666 0 .06600 0 0 0000 66 Equivalence of Product Standards '6666' 66666 Certified By 666666 6666 6666. 0 6 0 66 60 0000 066066 6 666666 0 0 Sections from the Code 0 0 6666:6 0000.. 0 . 6 . 0000.. 06 0 066 . 0 Product Approval Method Method 1 Option D Date Submitted 04/28/2015 _ Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsDdFYerPIwHD3ktsOj8%2falTX5oiAWamZO8EXOFi2lxCQ%3d%3d 2/3 8/11,12015 Florida Building Code Online FL # `" Model, Number or Name Description 15920.1 Series "300" Aluminum Fixed Series "300" Aluminum Fixed Window - LMI/SMI 74" x 122" Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15920 R1 II Dwa.Ddf Approved for use outside HVHZ: Yes Verified By: Frank Bennardo P.E. 46549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: FL15920 R1 AE Eval.pdf Created by Independent Third Party: Yes Back 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 :: Accessibility 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 mail.If you have any questions, please contact 850.487.1395. *Pursu4r tta Sgction 455.275(1), Florida Statutes,effective October 1, 2012,licensees licensed under Chapter 455, F.S. must provide the Department with anoemail addwwpii they hare•••• one.The emails provided may be used for official communication with the licensee. However email addresses are public record.If yoL"%Cwish to jWpjy 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 licensaeunderthapter455, F.S., • please click here. • Product Approval Accepts: •••• •• • :fees KM1eck •••••• •••• ••••• sCCunt 461i'rIii •• •• •••• •••••• fee 0 •a https://www.flofidabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsDdFYerPIwHD3ktsOj8%2falTX5oiAWamZO8EXOFi2lxCQ%3d%3d 3/3 • . ...So go . . 00 go W�,�,� PnEwRmTm ; :T:1JGItJE1;RING EXPRESS® •*•PRODUCT "VALUATION REPORT • I : : • • •'• : 0: •.• • %: ; •• ENGINEERING EXPRESS EXPERT PRODUCT E•11,gL,*UAT=t4• FZLEPORT . • .. . . . .. . . . . . .. go 4/27/2015 • • •.. .. I Application Number: FL#15920.1=R1 i EX Project Number: 15-2370 Product Manufacturer: TM Windows, LLC Manufacturer Address: 601 N.W. 12th Ave. ! Pompano Beach, Florida 33069 } # Product Name& Description: Series 300 Aluminum Fixed Window Large&Small Missile Impact Resistant Scope of Evaluation: r 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 61 G20- 3.005, 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 Florida Building Code Fifth Edition (2014) 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. E� i Substantiating Data: I . PRODUCT EVALUATION DOCUMENTS EX drawing#15-2370 titled"Series 300 Aluminum Fixed Window", sheets 1-8, prepared by Engineering j 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 i report(s)#0611.01-12 by American Test Lab of South Florida(ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201,202 &203 test standards per test report(s)#0611.01-12 by American Test Lab of South Florida (ATL). r • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which , evaluate the product based on comparative and/or rational Raised 6 1 � ' 'I Valid for analysis to qualify the following design criteria: Pages •••.0 2 I 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations •: 3. Architectural Shape Options ;L. a , 4. Glass Capacity R7 5. Anchor Capacity tf'44B 4K C.A. # M 5` >. Ory •• ��G .� qL ENGEN ��`�� 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33 111 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM I ENGINEERING EXPRESS' *00 : : ; 4/27/2015 TM Window,LLC.—Series 300 Aluminum Fixed Window(LMI) Page 2 of 2 No 33%increase in allowable stress has been used in 41design of each:product. ' The following are approved for use in the HVHZ as specified in their corresponding NOAs: • .. 000 • DuPont SG Interlayer(NOA#•11144 1) ' •.• • DuPont PVB Interlayer(NOR#13.0M.0): : ••• i 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. i 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. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's 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). I i I i i i 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM TM WINDOW & DOOR AUNN L UN,AD,P.E. SERIES 300 ALUMINUM FIXED WINDOW - Y ■ TM LARGE AND SMALL MISSILE IMPACT RESISTANT =* O- A N DOWNS Uri z ' ` ' L m Z W X93 y to GENERAL NOTES �o 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201/202/203 &ASTM E1300-04 STANDARDS. 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND J N LOAD DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. .J 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE * DETERMINED BY OTHERS ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE SPECIFIC •• LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA • BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL 70 THE PWITIVE '^ OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE*JMITAfIObS 00, O •'Y • STATED HEREIN. •• • ♦• Q (t 33 - 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. • n S FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEewbit••• •• FF 51 REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION Wg%-Wo.• Z F m"' p • DOCUMENT, Q-0� �a�O • S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND •• • • SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)SHA4L BE ANCHORED PROPERLY TO TRANSFERtL0AD5�C`THE •• a 90� • j EXISTING STRUCTURE. •••• j •• $g 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. •••••• •• • 7. ALL EXTRUSIONS SHALL BE 6063-T5 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. • • • • S. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SAAiL A SEALED 00040 I-4 • WITH SILICONE. '? q 9. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLES4TEEm A • • 4 MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. • • �L 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING •••• •a s• CODE. • • 11. GLAZING DETAILS ILLUSTRATED HEREIN UTILIZE E.I.DUPONT DE NEMOURS&CO.,INC.-EUTAOFTE AVB • INTERLAYER N.O.A.*13-0129.27 AND E.I.DUPONT DE NEMOURS&CO.,INC.-SENTRYGLAS INTERLMR N.OA.• ••• y •• 11-0624.02 • $ � 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS. ff 13.WINDOW TO SUBSTRATE WATER PROOFING IS NOT INCLUDED IN THIS DOCUMENT AND MUST BE �e ADDRESSED ON A SITE SPECIFIC BASIS.NOT BY TM WINDOW&DOOR LLC. Ip 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,at.el.INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL ,y FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 16. ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. mPMbIRBN•EEWIDF1�PEe9 15-2370 _ min V1 _ - - - COVER SHEET FL #15920.1 �� _ \\\\,I E ...., A O,P.E. 12"MAX.FOR ANCHORS NO SHAPE MAY EXCEED SIZE OF TESTED RECTANGLE TRANSCRIBED AROUND TYPE fiC POSSIBLE ARCHITECTURAL SHAPES: �C � '•. SHAPE. OR ' 2"-3"MAX FROM410-11R. Ari JOINT WELD 6"MAX.FOR ANCHORS ANY JOINT OR POINTS TYP. TYPES CORNER '3y (MAY VARY) g 0 % A ff qSURFACE APPLIED FALSE PTIONAL S 3 0� ____jL----- H H �Q > j a,� LM 0 0 �m W$ UE SIDED TRIANGLE GOTHIC - Z ,N,9 3 TRAPEZOID HALF-CIRCLE EYEBROW ARCH _-'I- a b m W w_3 w OO QW a O 41 0 ---- --I L---- Ilk Ilk _ -- -- -- _--_, HALF ELLIPTICAL •••• • �� d HALF EYEBROW TRAPEZOID =___ ____ __••• •••• 0 •• • EXTENDED FULL H • • PENTAGON ELLIPSE ____ ___Y�a••• •• • '6• S R �' • �i' a * 30: a� 'F O$ �, c ..•• p •• c ONo D.L.0 z10 R FRAME WDTH = • O LS 5 QUARTER CIRCLE TYPICAL E61V8�ION •••• •• • QUARTER SEGMENT Q FULL CIRCLE • • • OCTAGON ••• •• •• HALF ARCH OVAL D.L.O.WIDTH=WINDOW WIDTH-4" • • D.L.O.LENGTH a WINDOW LENGTH-4" • ELIPTICAL FL #15920.1 , HALF FAN EQUAL LEG HEXAGON 8 s TRIANGLE x owwwaemmmoorwo FAN �� } 15-2370 O1 ALLOWABLE SIZES&LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL F - PA09 D95C•PTIONi SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8&5/8. COVER SHEET HOTDOG -Y-t X � WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED ARCHITECTURAL SHAPES ARE LIMITED TO t 70 Psf.MAX. HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. FRAM NNARDO,P.E EXISTING HOST EDGE DIST p STRUCTURE METAL STRUCTURES(STEEL OR ` •,;•�„ •�'•�, ALUM.1/8"MIN.THICK) STEEL:Fy=36 KSI MIN. ANCHORS PER ANCHOR ALUMINUM:6063-TS IN, SCHEDULE.SEE TYPICAL SEE MULLION APPROVALS FOR 2BY WOOD BUCK EDG DI ELEVATION FOR SPACING MULLION TYPE AND SIZE. = V ONLY - w E E DIST EDGE DIST U *. �T ' lx OR 2x WOOD BUCK(OPTIONAL). NOT BY T.M. 1 14 1/4"MAX SHIM 1 14 1/4"MAX SHIM 1 14 1/4"MAX SHIM 1 14 1/4"MAX SHIM ANCHORS PER / Baa ANCHOR SCHEDULE. _ � x SEE 7YPICAL ANCHORS PER r�nn U tp w q 4 ELEVATION ON 4 q ANCHORS PER 4 ANCHOR SCHEDULE. Z c M w SHEET 2/8 FOR ANCHOR SCHEDULE. SEE TYPICAL SEE TYPICAL 3 SPACING ELEVATION ON W �9 5 13 ELEVATION O SHEET 2/8 FOR 7 SHEET 2/8 FOR SPACING 138 SPACING OPTIONAL "�p SURFACE APPLIED MUNTINS V ,y TYPICAL PICAL ANCHORS: 1 2 CHARTS FORSPACING BQUAWft • •• • O � WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. • 4 a O MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND 000000 •• • 0 4• = TRANSFER THEM TO THE BUILDING STRUCTURE. • o g f � ,x 2 J °� TYPE'A'-1/4"DIA.ULTRACON BY'ELCO'(Fu=177 KSI, •••• •• • Z F m Oa,� 0 • • • • Q-' S w Fy=155 KSI) •••• • •• 3 1 �4 THRU 1BY INTO CONCRETE(2846 PSI MIN)OR GROUT •••••• ••• 3 _a. w";� ,p FILLED BLOCK(ASTM C90) 4 4 4 O iS 2 1-3/4"MIN.EMBED INTO CONCRETE OR GROUT FILLED •4 4• •••• Q •• �4 & BLOCK. p TYPE'B'-1/4"DIA.ULTRACON SY'ELCO'(Fu=177 KSI, P-4 • • • • 3 •• • SS � Fy=155 KSI) ••••• 4 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ••• • • (SYP.M2 G=0.55 MIN) •• • 000 t BED OF ANCHORS PER ANCHOR 1-1/2"MIN.PENETRATION INTO WOOD • SCHEDULE.SEE TYPICAL of 6 SEALANT ELEVATION ON SHEET 2/8 TYPE'C'-1/4-20 DIA.SHEET METAL SCREW(GRADE 5 S s 2 4 FOR SPACING F� MIN)(Fu-120 KSI,F1'=90 KSI) sf�f § 11 INTO METAL STRUCTURES(5 PINCHES PASS THE Z§§§ THREAD PLANE MIN.)STEEL:Y."THK.MIN. 14 1/4"MAX SHIM (Fy=36 KSI MIN) 1 ALUMINUM:1/8"THK.MIN.(6063-TS MIN) lx OR Zx WOOD BUCK (OPTIONAL).NOT BY T.M. (STEEL CONTACT WITH ALUMINUM TO BE PLATED R OR PAINTED) fni 7 TYPICAL EDGE DISTANCE 1 INTO CONCRETE/GROUT FILLED BLOCK=2-1/2"MIN. ��;GE INTO WOOD STRUCTURE-1"MIN. INTO METAL STRUCTURE=3/4"MIN. 11 l:WM WBNIIPNNGEORESS EXISTING HOST 15-2370 F STRUCTURE SCALES NTS I Ol PAGE DESCIIIPTIDNi COVER SHEET 1 TYPICAL SECTION FL #15920.1 78 VERT SECT METAL STRUCTURES(STEEL OR R �A'A''•.,� ALUM.1/8"MIN.THICK)STEEL:Fy.36 KSI MIN. 1/4'MAX SHIM1X OR 2x WOODALUMINUM:6063-T5 MIN. 1BY OR 2BY 1/4'MAX SHIMINTERIOR BUCK(OPTIONAL)WOOD BUCK 1/4-MAX SHIM r JA V DIaY z -� ( 8 4 4 8 BED — (]rA c 0 BED OF BED OF �Q w 8 4 SEALANT SEALANT 9•.�S o ANCHORS PER i All ANCHOR SCHEDULE. I 14 14 ANCHORS PER ANCHOR / SEE TYPICAL SCHEDULE.SEE TYPICAL ELEVATION ON SHEET ELEVATION ON SHEET 2/8 14 2/8 FOR SPACING o FOR SPACING ANCHORS PER ANCHOR S w UI Q l9 ppp SCHEDULE.SEE TYPICAL (7 y m W n ELEVATION ON SHEET 2/8 7 6 w Z 1N O y FOR SPACING )-— - 3 2 XISTING HOST W W .4 Lu g P EXTERIOR g STRUCTURE .5Y1 '.1 D.L.O. 1 Lu ow— g FRAME WIDTH _ � 1 � FRAME WIDTH V o 2 TYPICAL SECTION 0000 4 6'=1'-0" HORIZ SECT : ••• 0000 •• • _ •• • SCHEDULE 11/'111 FOR SQUARE OR RECTANGLE OPTIONS.OTHER SHAPES ARE LIMITED TO 370 Pd(SEE PAGE 2) •• • • O DESIGN LOAD CAPACITY (ASD METHOD) ••• •• • Q • q • 0 8 FRAME FRAME GLASS TYPE Mt GLASS TYPE Al2 GUSS TYPE M3 GUSS TYPE M4 ro YPE M5 GLASS TYPE MO GLASS TYPE IG1 S TYF'F�(� ••• • < P� IMENSION a)DIM (Y) M+) .. - .S..+) .. - ...a ..F I') ...a (-) ... E .. + .S.F(-) ..F a .F(- ...+)P.. - Z lY o 26117 70 70 70 70 8o 80 SO e0 80 80 170 70 70 So 80• •• •• • 26" 3r 70 70 70 70 80 . 80 80 So 80 00 770 70 70 80 M • • • Q .a 0 p K 53 1l6' 70 70 70 70 00 80 80 04 80 80 770 70 70 SO 80 •• • •• 2 a a 74' 70 70 70 70 80 80 80 00 80 80 170 70 70 SO 00* ••• 108 V4" - - - 80 Bo 8o 80 170 - - -111114" - - - 80 SO 80 80 170O28117' 70 70 70 70 80 80 8o eo 80 80 130 70 70 00 80 •• •••• 0 •• • X 3r 70 70 70 70 80 so 80 60 80 SO 80 730 70 70 80 •-*00 • Z • 38318' 531/8• 70 70 80 80 80 80 so 60 80 130 80 N 0 • I--L 0 74• 70 70 So SO Bo so 60 So 80 130 60 Be 3 •• •06U �• 106114" - - - - - SO So 60 80 60 130 - - • :•••• C • 117114" - - - 80 80 80 e0 80 130 • • L •• •• 251/2" 70 70 70 70 80 80 80 80 So 80 SO 130 70 70 80 8 t LL_1 1 37' 70 70 70 70 8o 80 80 80 SO SO I 80 130 - 70 70 Bo 8o • ••• • �—'Y--} X —} 60 sw 53 74"a e0 w e0 eo •• NOTE: 74• - - - - - w ea eo eo WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED tae 114• so so so 80 a HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. 111114• 80 80 6o ao q 28 117 70 70 70 70 80 80 80 8a 80 11 80 130 70 70 80 80 a a( R 3r 70 70 70 70 e0 80 SO 80 80 80 80 130 70 70 80 80 p yy tlg• 80 SO)- 80 80 ZZ 74. _ 70 70 70 70 K • r EXAMPLE: 1061/4• 70 70 70 70 A WINDOW WITH A FRAME HEIGHT OF 63"AND FRAME WIDTH 1111/4' 70 70 70 70 .As OF 533 "HAS AN ALLOWABLE PRESSURE OF+/-80 PSF FOR 26 yr 70 70 70 70 60 80 eo eo e0 60 e0 130 70 70 so 80 � /e 3r 70 70 70 70 so ao m so w so w 130 70 70 ea ao � GLASS TYPE M4.THESE DIMENSIONS MAY BE REVERSED FOR AN 63 Vr so 6o 10 eo 74 7/4' - ALLOWABLE FRAME HEIGHT OF 533/e AND AN ALLOWABLE FRAME 74' 70 70 70 70 WIDTH OF 63"FOR THE SAME GLASS TYPE AND ALLOWABLE 106 V4- DESIGN PRESSURE.SEE O FOR EXAMPLE VALUE INoD � 26117 70 70 70 70 80 80 00 8o so 80 00 130 70 70 80 80 SCHEDULE"A.` 3r 70 70 70 70 eo 80 80 so 8o eo eo 130 70 70 80 6o 15-2370 63 yr so eo eo eo OCALMI 01 n V4„ 74" 70. 70 70 70 PALL DESCRIPMNI COVER SHEET a8 FL #15920.1 • Man mI07i ®0000©00�00�00�0 ®' ®2�t@1m'�GI� @7GI �(ff7ad�GI��3[OIid3�Q1 �f4I41iI4Ib��377i�1�I97GIm1 WHO �m�m�moov©oo�m�ov masmm000000n�asoo om�m�m©oo©oomtmt�mo oasm000000o asom o �m�mvo ommlm0md masasasoommomm 3sasas ' oasasas0000asasas mm0m�momo©�mmtmmtoo oasasasmmmaa�sasas ,� _ �0�m�moo oo■mmlmr�a0o masssasm oo nonan �•;,,� _. •• mm�mo�■r�o�©om�m�mv ®ese■sesm�0aasasas '-*►� _ om�m�moao©oomtms�mv ®osm0s�©moc�ooaosoo � ®0�0�000R7�700I�0�00 �Os000a0000� laS�O e ®000�0�DDOIDD�0�t:70 sun OClOL700�os�0 ®m�mv0000000mtm�oo ®asmmoa00000�asoo �m�ma000v000mtm�oo masmmoogvooasasas om��oo�moo�m�m0oo assasas c�asasasovovasasss masm��■oo ©oomtas o masasasmmoaasasas ' ..• _ . �asm�orao�©oomiss� � masasasm0maasasas IJ�. - assm�oom�oo�■�aso� masasasmmo0asasas �/- . - ossm�moo0ovm�as�o ®esasos00000�eo■as o sm�000 ©somtas � oososesov000�eso� ®�asm�moo�oommtaso� aesosos■�©000mose �as000vo0©��a�asov masssaso©000masas �ma��vo�ovo�m�o�a masssaso©000masas oma��vovo�omto�omt masasasov oasasa �m�mlmt�000© omtm�o :, ossasssom�ci■asasa� ®ssm�m�000�omfaso� os ■�sssmamassws�ad �s m�a0000000�asov m a�asasmammssNs+r�sd -' asaaaaa�isas0000asasas ®■�isssasm0©vas�nasa C� sasDlOOlDasasas ®Av0v00000��0vOQ7 oasassso�oaaasasas oos000sovoomm�nrznaor ®asaMmmmsas0000asasas oososos�Aovomar�ov ® so0ovasasas mososos000mom�rmas man ®m��ovovo�o�m�o� mos■�sasar.�000mosos mm��a�vovo�■o�m�ca� g�sasaso�oosso�sm �O��Qa��o�o�omtm0oo mos sasmmmmas��am ®asaam�o�ovomtissmo ®as{ssasmmmassasas - �asm�o�o�000�asmo■ masasasm0maas�zaas - _ �asasaso�moasasss mesosasaaaaass�was • • - caasasas■��moasasss nasovesaaamas�a+�v� as�ssasm0m�asasas oosos�ssaaamsss�iewoa ' - ®asasas00mirassasas mososoaavmaas�rsaaav EMasasas0��asssas maaao�es��esds�oaa " ®o��ovo�m�m�ov sono �ao��fta�mtovmfoo�m0mty sososaaamsspo�oss� oma�aomtovvogm�m��v �■�is sasasavOassNwrad vasm�momoo��■�as�o ©asasasm�amaasa�ea■sa ®asasasmomaas■s��sae� ®asasas0000ssasas oososesa�amaases�ov masasas0000asasas oeo�ss®saammasa vs �8��,_ :. �asasasm�0�asasas ®es�ssesaammasosos ®asasas00m0ssasMm mosovesaa0masosos venose ovmmasvvos �� ° ®ssas�■s��0�ases■�s aosose�osovssasos - om��ovovo�m�m�ov mas�sasevesasasas •�� om��o�ovc»m�m0ov �sses_sovovasases ®asmaomtoo■o�mmtasoo oasovosommmasosov oas�■� Amomoo�asm� movov■�so�■massosos ®asasgad000asasas meson somamasorsos oasasssoom�■asasas m�■sov�sos0aasesos ossasssm000ssss�■s c�o_esoo■osavasos■o�■s ®asasas0�0m�esasas oesosososasasos s :; �eseses��eseses maseisasososasasas �� ;. masasasososasasas ®asesas000vasases oes_sasoaoaaseses mosevosos�■masesos �� , mesosesasaas ono® :, :: ,. mos sasovmms�osos ®os�voivoAesasosos oesvvososevasosos � oasssasososasssas . � ®asssesovovasasas G - yRAN��ROO,P.E. GLASS TYPES .D90 BUTACITE PVB .090 BUTACITE PVB .090 BUTACITE PVB INTERLAYER INTERLAYER INTERLAYER .090 SGP INTERLAYER "ANN. Y6"ANN Xs'ANN. �(6"ANN Y.°H.S. Ya'H.S. H.S. Yi6"H.S. -0 SEALANT S5"1 SEALANT 3y'1 SEALANT Y6"L SEALANT YS"1 Z sl DEPTH MIN.(TYP.) DEPTH MIN.(TYP.) DEPTH MIN.(TYP.) DEPTH MIN.(TYP.) :7 .r i SETTING BLOCK {{uu SETTING BLACK µµ�1 SETTING BLOCK �µu+ SETTING BLOCK w AT Y4 POINTS 'n^ F AT Y�POINTS '9n' G AT Yi POINTS "n� Gm AT POINTS m m �GL7m 6 enmi o(7 0l7 >U W y RuZZ ' L01 W't) W N1s�a9I..yy .090 BUTACITE PVB Ye'ANN. .090 BUTAAR %'HS my 13 INTERLAYER IN �€ %"ANN. h6"AIR SPACE R SPACE .090 SGP INTERLAYER .090 SGP INTERLAYER Ys"ANN. .S. J c Yi'H.S. Y,"H.S. Ya°TEMP Y."TEMP n SEALANT 1%" SEALANT Ye" SEALANT 3¢"1 1DEPTH EALAN 1' • • •••• ••(TYP.) DEPTH MIN.(TYP.) DEPTH MIN.(TYP.) 6 •• • •• • 0 X, SETTING BLOCK SETTING BLOCK SETTING BLOCK �Iuu SETTING B • •G AT Yi PnG •••••• •f • O AT Y,POINTS ATY�POINTS AT POINTS �n� 017 * fIm •9•• •• • Z 11G :. o .. ma MATERIAL SCHEDULE . o ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER/REMARKS :••:•: • Z •`o s 17 H3001 0.063"SBU./JAMB/HEADER EXTRUSION 6063-T6 • • • • •• •4NL1� 4 2 TM-326 1/8"GLASS STOP FOR 1"GLASS 6063-TB • •f• f L •• •• •• • ••• f• 3 7M-327 1/8'CLASS STOP FOR 9/16'GLASS 6063-TB • y 4 - 0.050"SNAP COVER 8063-T5 •• 4E7 5 - 0.370"HIGH D VINYLS BULB AND 0.187"T-SLOT TPE POLYPROPYLENE FOR 5/18'CLASS ULTRAFAB 3 33 p 6 6 32001 VINYL BULB- 0.175'/ INSULATED CLASS GLAZING BEAD AMESBURY 7 32011 VINYL BULB- 0.270"0 7/16 AND 9/16 GLASS GLAZING BEAD AMESBURY O $ 8 - (2)/6 X 1 SMS SCREWS AT EACH FRAME,CORNER SAE OR 2 MIN FOR RECTANGULAR WINDOW SHAPES ONLY 9 - SEAM SEALER ACRYLIC SCHNEE-MOREHEAD . p Ip _ _ - *ONLY APPROVED FOR LARGE MISSILE IMPACT ¢¢¢Y SETTING BLOCK 1"LONG AT 1/6 POINTS HIGH DENSITY RUBBER yj B 1 - OPTIONAL SURFACE APPLIED MUNTINS 6063-TB f® 999 1 - RAPID STRENGTH ROS7700 STRUCTURAL SILICONE ELASTOMETRIC ADHESIVE BY MOMENTNE PERFORMANCE MATERIALS OOPIRfODK8AH6R006RF3S 1 - ALUMINUM"U"CHANNEL 2"LONG AT EVERY ANCHOR LOCATION(TYP.) 5052 H32 ALUMINUM 15-2 - SCALE. Ll� 8 101 _ 1 5/16"XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL PAW DRKRIPTION. COVER SHEET 1 - 7/15"XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL i - PRIMARY SEAL i PIB i FL #15920.1 1 I- SECONDARY SEAL SILICONE Q F .BENNAR00•P.E. M 4!•. 1.269 0.129 � �• 0.570 0.080 = 0.031 0.350 �••. lit^ O N ��Fc M EXPOSED i' •� SURFACES N N O N I I X1..1 t ? 0 0.056 Z!� —�—� 0.095 W LLI 3 -+ x0.050 o G w O d: 3.033 O cy, 3O U to O J N 14 d � -' • • 0000 ai •• •�•I 1.269 O •••• • •• • Q •—�> 2 O F- 00001100 •• • 0 �•• it •••�•• • QQ�M 8S O. 34 0600 ••0 0 Z m EXPOSED 0.202 �T �• a -+ m SURFACES •6 6•f• ••• � yS'� -� � • • • O S jrl N 7AA 7 0 • • • • •• •1�1 W —1-11ver: Z 1.139 0.056 •66.6, ••• • �- �• •6� 0.185 • d 13.033 0.813 NOTE: gg ■6 1A PART x14 ISNOT REQUIRED 1.000 WHEN USING THIS EXTRUSION S Ff 0.420 0.270 m ° 0.12s —� � � 0.025 17 00° c °oLn °a o° M 12 l 14 COPH•IIB6N@HNOEffRE86 0.070 ° N I 15-2370 �— 1=0.030 0.0287 0.02Trt —J 0.090 �U, NM 01 0,080 0.080 _ - - PAaeoeswuvnow 18 18 0.18 NOTE: COVER SHED O5 O6 O7 EXTRUSIONS NOT TO SCALE. FL #15920.1 �� ENYgft00,P.E. J`` E FRAMES OF NON $ a RECTANGULAR SHAPES SHALL � X"". BE WELDED TOGETHER IN moi' LIEU OF SCREW SPLINE � �B�g ASSEMBLY(TYP.). W1u 00 ! O RLL Q l7 '• W W tpm H t W\ •Ni w T� O W LUkJ p U u, 4646•• J �, a m • '' FZrnP^' • • 0000 •• 0g? nTNy • • • S =ZDV4646 • 04046 • O •IQ G)0. 46.6.0• 4646••• O • �0 •04140045 • Q `�m S •••• :0..: 46 0•• Z 7O0 •••0•• 0 0Offf888mC •••646• •46• v • • • o}yy o •• 4646 •46.46 a8 '1• ' z SEAM SEAL MAY HAVE TO BE •••••• • Z • O REAPPLIED IN THE FIELD • • • t< •• • � BEFORE INSTALLATION OF 3 WINDOW,INSPECT ALLJOINTS ••••• TO ENSURE A PROPER SEAL00 0 000 • 4646• • 4646 •46 • • i 15-2370 _ FL #15920.1 01 __ PASS PUCUPRON, COVEN SHEET #8x 1"GRADE 2 SMS no 1 (FOR 90°CORNERS ONLY) 0 8/1112015 Florida Building Code Online Honda DepanmeWf BCIS Home Log In User Registration + Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines Prodc Professi 1 I OUSER:Public User Approval Regulation Product Approval Menu > Product or Application Search >Application List>Application Detail • • FL # FL16132-R1 Application Type Revision Code Version 2014 . . .... ...... Application Status Approved , ...... .. . ...... Comments •••• •• • Archived ...... .... ..... .. .. .... ...... Product Manufacturer T M Windows LLC •••••• • . . . . ...... Address/Phone/Email 601 nw 12 ave •••••• pompano beach, FL 33069 (954) 781-4430 smetzger@tmwindow.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality-Assurance-Representative Address/Phone/Email Category Windows Subcategory Casement https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh IOw6X4oBzkns4ihkCzz27vS lbKT8OJrUmpw%a3d%3d 1/3 8/1112015 Florida Building Code Online Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Keith E. Lorinos, PE (/ Validation Checklist - Hardcopy Received Certificate of Independence FL16132 R1 COI Indeo.odf . . .... ...... Referenced Standard and Year (of Standard) Standard 'Year •� ��•�� ..-.-.-" TAS 201 .1.W .. ;•• TAS 202 .1994 ••••• TAS 203 .. .. .... ...... Equivalence of Product Standards :...:• Certified By 0 • Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/27/2015 Date Validated _ 04/29/2015- Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products l https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10w6X4oBzkns4ihkCzz27vS 1 bKT80JrUmpw%3d%3d 2/3 8/1112015 Florida Building Code Online 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: Yes FL16132 R1 II Dw4.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 R1 AE Eval.Ddf Created by Independent Third Party: Yes Back 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 :: Accessibility Stateinenit :•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-recor*oweItiost,do notsend electromk••:• mall to this entity. Instead, contact the office by phone or by traditional mail.If you have any questions, please contact 850.48Z.33Q6 *Pursuant tp section • 0 455.275(1), Florida Statutes,effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they hate••••• one.The emalls provided may be used for official communication with the licensee. However email addresses are public record. If yoy do not wish tgst♦ppl'y.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 Ii&h1L*e under Chapt&455, F.S?:•• please click here. 0 0 0 0.0 •••• 0 0.0 0 Product Approval Accepts: •• •• •••• 000000 eCheck •s•••• • • • • • • • 0000 0.000• • • • 0000•• SCCUTttV�bf1T'RIGS •• • ••• • • • https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh 10w6X4oBzkns4ihkCzz27vS 1 bKT8OJrUmpw%3d%3d 3/3 N5 P E R '°' • • ..• • 1:Mr.3NEERING EXPRESS® ' "' ' PI O[7UL•1- EVALUATION REPORT • • • • • • • • • • 1 Prod uct'Evaluaiiori okeport 4/22/2015 000 • • • . ••• • • :011 • •• . Application Number: FL# 16'132:?R1 ' '"' -• , EX Project Number: 15-2372 'Product Manufacturer: TM Windows, LLC Manufacturer Address: 601 N.W. 12th Ave. Pompano Beach, Florida 33069 }} i_ Product Name& Description: Series 525 Casement Window Large&Small Missile Impact Resistant i i Scope of Evaluation: 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 61 G20- 3.005, 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 Florida Building Code Fifth Edition (2014) 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 I EX drawing#15-2372 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 i I Structural engineering calculations have been prepared which r� evaluate the product based on comparative and/or rational Raised Engineer's �i` li43@tV analysis to qualify the following design criteria: Pages 1 th 2•••••.• 1. Anchor Spacing ` S '• i 2. Maximum Allowable Size/Pressure i Combinations '� �, 654 3. Glass Capacity e 4. Anchor Capacity Frank L. BennaSi A,E. 0 o #PE0046549 r($098E �� No 33% increase in allowable stress has been used in the design of each product. SS 6�� !��`�� P X0144 to . The following are approved for use in the HVHZ as specified in their corresponding NOAs: L 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 i WWW.ENGEXP.COM . . ... . . . ... i .. .. . . . .. .. . ENGINEERING j W OWN$ EXPRESS 4/22/2015 TM Window,LLC.—Series 525 Casement Window(LMI& SMI) Page 2 of 2 . . . . . . . .. . . . . . . ... . . • Saflex PVB lnterlayetpy eaStmaI C;bemital CpW4ny(NOA#14-0423.17) • DuPont PVB Interlayer by E.I. DuPont De Nemours&Co., Inc. (NOA#13-0129.27) . ... . . . . .. . Impact Resistance: . .' ' ' .• • j .. . . ... .. 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). i Installation k 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. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. i 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). i i i i i 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM 1FRANgptl71N,N D0,P.E. TM WINDOW & DOOR tIN NT WINDOW SERIES 525 ALUMINUM CASEME T� LARGE AND SMALL MISSILE IMPACT RESISTANT Ism,�o� 1bOWS � b aW U,I` € (9a Lm W a� WW Mi W GENERAL NOTES ° a 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201/202/203 &ASTM E1300-09 STANDARDS. V N .� 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND •••• J 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 • ••••• • •• w DETERMINED BY OTHERS ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE461TE VECiFIC R LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLOWDA • •• • O S BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE • • G p' OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THLOLVI"I"S •• • Q �• •°•� STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA 9PR1PR S11E, • Q <U�+ k vI FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEE REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WLTR 1111 •• •• • Z F m w W mI DOCUMENT. •••• • •• a 0 p 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND i LL SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFEr*LQAM"THE ••• o c E x c EXISTING STRUCTURE. • • • O.o g '^ 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHEREIM UTA•R •••• Q • }BiLr_ P SEPARATE CERTIFICATION. W�0 9 7. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. •••••• • Z in v 0•••• 8. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SjALL BCSE:LED I P-4 TH SILICONE. • • • • WITH ••u� 9, ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESSSTEEL WyTH A • • F R MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. • • • x • •••LI•G 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA EbJ(►DINC• 000 1_ • u► CODE. • 11. GLAZING ILLUSTRATED HEREIN UTILIZES SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY(NOA • ,,, #14-0423.17)AND DUPONT PVB INTERLAYER BY E.I.DUPONT DE NEMOURS&CO.,INC.(NOA*13-0129.27) g ¢ 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY S i RESTRICTIONS qq • 13. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS dE a d m SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,at.al.INDEMNIFIES&SAVES HARMLESS THIS L6S U i y1 ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, 1( STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. r 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE $@C A INT 5 DED.ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND ,iy 4;. is INVALIDATE THIS CERTIFICATION. u� $•y /r 0 AMERICAN TEST LAB OF SOUTH FLORIDA REPORT NUMBER 1213.01-12 CO�NWGHTENDNEENNEWNEW 15-2372 SCALE, NTS T PAD!DESCRIPTION; COVER SHEET FL #16132.1 �� i FRANK L.BENNARDO,P.E. 4 �PNa�LG49 B 1/4"MAX. 8 1/4"MAX. ......••••• FOR ANCHORS FOTYPE°BOA •: • '�' TYPE"B" 16 1/2"MAX. 6'MAX FROM 16 1/2"MAX. 6"MAX FROM i FOR ANCHORS ANY JOINT OR FOR ANCHORS ANY JOINT OR TYPE"A","C","D" CORNER(NP.) 6"MAK FROM TYPE"A","C","D" CORNER(TYPJ * /n t --f ANY JOINT w;pt m:Q 1 6"MAX FROM CORNER('fYP.)___- CORNER(TYP.) �Qz SURFACE APPLIED --�L-»�I SURFACE APPLIED -�I---i ---- FALSE MUNTINS I FALSE MUNTTNS I OPTIONAL - OPTIONAL __ __ W --- - --� dl_ a -x it2RA tm w___J ____ pr - r_ TE EE SSEE EPA - o rL i _-_ ti!___ _ L__ , w-- O O = JO. O '� ,O W- �mm�F0 0 0 0 w l f =- ____ El- � •II I, I• 0000HEM ' -ol • 00.00 O CONTIGUOUS WIIF ;:� •0 0 >�Q �D.L.O.--� ALLOWED IF , 0 0 •0 0 FRAME WIDTH APPROVED F a` ALUMINUM MULLIOU 0 0 0 Z m ap w TYPICAL ELEVATION IS USED 0.00 • •• Q gjR �f,•°z { o.L.o.WIDTH=WINDOW WIDTH-4 S�^ TYPICAL ELEVATION - MULTIPLE WINDOW INST6t k&TION••..• 30 D.L.O.LENGTH-WINDOW LENGTH-4 Y" Q `�• Z D.L.O.WIDTH=WINDOW WIDTH-4'/s" 00000• •' Z �G D.L.O.LENGTH=WINDOW LENGTH-4%- 0 0 0 g G i H 0000• •• • 00• • COPMRDMFH6iNEERINU EYPIF58 15-2372 SCALE: NTS -- PASE DESCRI/TlONt .� COVER SHEET FL #'16132.1 � I fq�NK1 Y491�gEry \\ Mt•EOOA� NARDO,P.E. EXISTING HOST - DGE DI STRUCTURE METAL STRUCTURES(STEEL OR i / \ ALUM.1/8"MIN.THICK) SEE MULLION APPROVALS FOR Q �Z/.G; STEEL:Fy=36 KSI MIN. ANCHORS PER ANCHOR 4ALUMINUM:6063-TS MIN. SCHEDULE.SEE TYPI64 'Z ON NPE AND SIZE. 28Y WOOD BUCK IST m ELEVATION FOR SPAC = rnUn w ED E DIST E DIST ��• '* lx OR 2x WOOD ^-�•'. �aM�Q3 BUCK(OPTIONAL), r�iP•• ® IfI NOT BY T.M. �To � ? 1/4"MAX SHIM 1/4"MAX SHIM1/4"MAX SHIM 1/4"MAX SHIM i� 6 ANCHORS PER XX ANCHOR SCHEDULE. >U LL W 5 SEE TYPICAL ANCHORS PER f11 Q L7 g ELEVATION ANCHORS PER ANCHOR SCHEDULE. 1� 3 o a ANCHOR SCHEDULE. SEE TYPICAL Z N 21 SHEET ' IOION ON FOR to SEE TYPICAL ELEVATION ON .a SPACING ELEVATION ON SHEET SHEET 2/8 FOR W W 2 1 1 1 2/8 FOR SPACING 1 SPACING V1 3 7 ' U fV M 7 8 13 •••• J e TYPICAL ANCHORS: SEE ELEV.ON PAGE 2/8&ANC • • a b CHARTS FOR SPACING&QUANFTII Y • ••••• 0 40 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. •••••• •• • O • 2= g Lo MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND 3 i O TRANSFER THEM TO THE BUILDING STRUCTURE. TYPE'A'-1/4"DIA•ULTRACON BY'ELCO'(FU-177 KSI, ••• •• • 13 0 3•• E Jo - Fy=155 KSI) •••• •• • z u� E ¢g �u THRU 1BY INTO CONCRETE(2846 PSI MIN)OR GROUT • • • • Q ^ N O kBLOCK w ? 113/4D MIN.EMBED IINTO CONCRETE OR GROUT FILLED •••• • •• `j Z � tn BLOCK. •••••• ••• 7 0�� Sa • • • O.p�7 7j N 8 13 TYPE'B'-1/4"DIA.ULTRACON BY'ELCO'(FU-177 KSI, •• •• < ••• Q •• r Fy=155 KSI) :••i•: • H SQ G m INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • • • • •• i••r 3 7 (SYP#2 G=0.55 MIN) i•••• F 1 1-1/2"MIN.PENETRATION INTO WOOD ••• • • ••`i • a 2 11 TYPE'C'-1/4-20 DIA.SHEET METAL SCREW(GRADES •• • ••• • MIN)(Fu=120 KSI,Fy=90 KSI) • 21 19 INTO METAL STRUCTURES(5 PINCHES PASS THE c 3 R # —s 5 THREAD 36 KSIIN)A � IN.)STEEL: "THK.MIN. (Fyg� SEAL SCREW HEADS ALUMINUM:1/8"THK.MIN.(6063-T5 MIN) , 6 WITH SEALANT(TYP.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED '�� $ = 1/4"MAX SHIM OR PAINTED) IxORTI WOOD BUCK (OPTIONAL). O « (OPTIONN AL).NOT BY T.M. TYPE'D'-5/16"DIA.ULTRACON BY'ELCO'(Fu=177 KSI, Fy=155 KSI) c � ' \ - INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP#2 G=0.55 MIN) `Y \ 1-1/2"MIN.PENETRATION INTO WOOD �4 Y COPYRMENOWESWE+mm \\,""^^..✓✓ TYPICAL EDGE DISTANCE `EXISTING HOST INTO CONCRETE/GROUT FILLED BLOCK=2-1/2"MIN. iS-2372 \ INTO WOOD STRUCTURE=1"MIN.(FOR TYPE"B") SCALE: NTS STRUCTURE INTO WOOD STRUCTURE-1'/z"MIN.(FOR TYPE"D") PACE OESCRIPTIONr INTO METAL STRUCTURE_Y4"MIN. COVER SHEET i TYPICAL SECTION FL #16132.1 Q 3 6".1'-0" VERT SECT S i opy W110°O'P.E. I METAL STRUCTURES(STEEL OR ALUM.1/8"MIN.THICK) STEEL:Fy-36 KSI MIN. ALUMINUM:6063-TS MIN. / 1/4"MAX SHIM1BY OR 2BY 1/4"MAX SHIM 20 ��• 1/4"MAX SHIM lx OR 2x WOOD =,*:• WOOD BUCK INTERIOR BUCK(OPTIONAL) - O ( _ IMBED '�ti CC• �� w i ( 13 13 1'y��' L ANCHORS PER Q Iujw ANCHORS PER ANCHOR ANCHOR SCHEDULE. I 6 - ANCHORS PER ANCHOR Q w-1(7 g SCHEDULE.SEE TYPICAL SEE TYPICAL / SCHEDULE.SEE TYPICAL g t Lug W a ELEVATION ON SHEET 2/8 ELEVATION ON SHEET ELEVATION ON SHEET 2/8 !w' p'•jAY4 FOR SPACING 2/8 FOR SPACING FOR SPACING W 4 w 3 LL 3 3 8 5 L— °J XISTING HOST o w 1 1 5 2 D.L.O. 2 l STRUCTURE 8 FRAME WIDTH—] FRAME WIDTH V ,. tV i 2 EXTERIOR00*4 ••• -J ti • • w I - z TYPICAL SECTION p g R00 0 4 6"=1'-0" A NORIZ SECT • • Z •••••• •• Q �'• 3� a SEE MULLION APPROVALS FOR SCHEDULE "A" SCHEDULE "B" 0090 • • Z�,�� a MULLION TYPE AND SIZE, DESIGN LOAD CAPACITY (ASD METHOD) DESIGN LOAD CAPACITY (ASD METHOD) •• .• w E FRAME FRAME GLASS TYPE M7 GLASS TYPE M2 GLASS TYPE IG FRAME i FRAME GLASS TYPE M7 GLASS TYPE M2 GLASS TYPE IG 0000 • •• �+2�p� �^a ANCHORS PER ANCHOR HEIGHT WIDTH «) P) *P. -) .F(«) [7775 HEIGHT,WIDTH + (-) (« (-) .F. Z p of q14"` I SCHEDULE.SEE TYPICAL z6 vT 70 75 70 75 70 24" 70 75_T«70 76 70 75 **Go** •••• f°% o ELEVATION ON SHEET 2/8 3r 70 75 70 75 70 j__3o" 70 75 70 76 70 _75 • • • Q'$d• FOR SPACING 26" 3S' 70 75 70 75 __10 Se ( 38" 70 75 70 75 70 75 •• •• •••• Q •36" 70 7S 70_ 75 70 75 Z28 7/2" 70Ul 75 70 75 70 • • • • ~ O BED OF sr 70 75 70 75 70 24" _70 75 70 75 70 75 •m SEALANT 38 3/9" 36" 70 75 �70 7�5 70 30" 70 75 70 75 70 75 • ••• g 40" 36" 70 76 70 75 70 75 • • 00000 281/2" _ 70 _75 _70__75 70 _75 36" 70 75 70 75 70 75 • • • LL • tat1�,, 1/ 70 76 70 75 70 75 -- - - - - •• • ••• 1� •••••I. 6 505/6' 3M 70 75 70 75 70 75 24' 70 75 70 75 70 `75 • • • - 30' 70 75 70 75 70M 75 • _ 26 11T 70 75 _70 75 T 70 75 6(r 36" --70 --76 70 75_ _75 75 e a a 70 75 70 75 70 75 38" 70 75 70 ^75 70 -i5-- 37" 6 3 8J" 38" 70 75 70 75 70 75 p LL �ztl giii ^� 8 24" 70 75 70 75 70 75 a�j q3� 6 2 26 1/2' 70 75 70 75 70 75 74" 30' 70 75 70 75 70 75 d 22 5 3r 70 75 70 75 70 _ 75 36 70_ 75 70 r� 1 74 1/4" 38" _70 75 70 75 70 75 78" 70 75 _70 75 _70 _74 r5 __261/2" 70 7S 70 75 70 75 24' 70 75 70 75 70 75 y 78" 7-0'— 70 75 70 7S 70 75 78" 78' r7O 75 7075 707OPTIONAL JAMB CONDITION -- -- - - �5 76 7s 70 5; 4 6"=1'-0" HORIZ SER COPVROHIENaNEWM EV ERS j 15-z37z i SCALE. NTS PAGE OESCRIMON, COVER SHEET' j �® E; FL #16132.1 s i FRANK L.BENNARDO,P.E. LTS DUAL ARM OPERATOR O #rgppp/j�a9 1(,, MULTIPOINT LOCKING HANDLE 0.750 PART# DESCRIPTION 41.663 PART# DESCRIPTION M4Ruw;wuc� OP-10603G LIS DUAL ARM OPERATOR LH PO-2301 LIS MULTIPOINT LOCKING HANDLE 18.834 ATTACHMENT ANCHORS: LOCK HANDLE ATTACHED WITH(2)#10-24 x Y2"PHS ro p�A�C °J PHILLIPS ZINC,B-POINT,MS SCREW. 9�••,• M Q ® LOCK BAR ATTACHED WITH(2)#8x Y4"FH PHILLIPS,�5y'; .• a'{v -E TEKS SCREW. tS •4, �— LOCKPIN STRIKER ATTACHED WITH#10 x W FH, numiw:wuc' UNDERCUT PHILLIPS HEAD,B-POINT,SS SCREWS. N >> LEFT HAND SHOWN O rowou cowrzoc.RNx,nm aQ L7 pg bt pWm W g 7 APPLIED GASKET �Y AROUND SLOT a " 0.446 0.775 c w.- .�G l a ATTACHMENT ANCHORS: w:cawoNre 0.867 «c33� FRAME SILL ATTACHED WITH(2)*10x 5/8"PHILLIPS FH, u SS,UNDERCUT,SMS.ARM OPERATOR TRACK ATTACHED J cNi WITH(3)#8x 3/4" PHILLIPS FH,SS,SMS SCREWS. ••• PIVOT ARM ATTACHED WITH(3)#8x 3/4'PHILLIPS FH, • • 4k SS,SMS SCREWS. 0 • ••• ••• O 04 0 ti R Q) •• • ••••••O 8t0 9s, •••:•• of • Qwco S� � a G 23 L SHAPE STUD BRACKET q� O •••••• :0. •• • Q i 0 b i PARTS DESCRIPTION gi po 30 LL OP-10226 L SHAPE SN •D BRACKET LH TRACK SET HOLE O O 2 ••:••: ••• O w 1s OP-10227 L SHAPE STUD BRACKET RH •• •• •••• Q • O N OPS-10226 L SHAPE STUD BRACKET SNAP ON LH 0 •••••• • 1Zti � � d 0.0981 O ro • • • •w >d T o OPS-10227 L SHAPE STUD BRACKET SNAP ONRH ••• •••••� �--2.989 —� ® O e Q ® • • • O I-1.0941.094--}0_501 ••• • • I I • 14.593" • �a �e o ATTACHMENT ANCHORS: 2 1 MAGNUM HINGES 3000 SERIES,OFFSET 4-BAR PROJECTION HINGE Ee iv INSTALLED AS PER MANUFACTURER SPECIFFICATIONS. ATTACHMENT ANCHORS: H 3)*10x 3/8"PHILLIPS PH,SS,SMS ATTACHED TO THE B TOP OF THE VENT HEAD AND(5)#10 x Yz"PHILLIPS PH, , SS,SMS SCREWS € c i EEE€� 0.6001 E I YR! 9 � ATTACHMENT ANCHORS: n FRAME SNUBBER RECEIVER ATTACHED WITH(2)#10x COPMWENBNEFANBEI#PESS ^ LONG FH,PHILLIPS,UNDERCUT,B-POINT, SMS SCREWS. 15'2372 I ^ FRAME SNUBBER DRIVER ATTACHED WITH(2)#10x € I; LONG FH,PHILLIPS,UNDERCUT,B-POINT,SMS SCREWS. SCALD NTS -J �l,�1G�TA�ig DE9CRILAS ONSlDE9CN��ON� 0.435 COVER SHEET �� 22 #1549-3 SNUBBER FL #16132.1 I I FRRAA��yy ENNARDO,P.E. Y GLASS TYPES 6'H.S. .040 SAFLEX OR .090 SAFLEX OR .090 SAFLEX OR 6"AIR SPACE BUTACITE INTERLAYER BUTACITE INTERLAYER BUTACITE INTERLAYER X6"H.S. 16'ANN. Y16'ANN. Y4"ANN. Yi ANN. Ys"TEMP. -o•, 8 © ® ® Qom, SEATIy POINTS BLOCK ,ten N SETTING BLOCK cn SETTING BLOCK N NW �i/,F 01% g AT POINTS AT Y4 POINTS C: ! 14 o. Ls 3 L7m 3 otD°7 4 >Q81w e rn ¢w l7 S 1 ' j g W o 7 w X93 IG w a a� 3 j <@> owE Lu a U n NOTE:GLASS COMPLIES WITH ASTM E1300-09 J e ••• MATERIAL SCHEDULE • • •••• v • •61F ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER REMARKS •••• • •• 0 3 a 40 810 1 TM-358 CASEMENT FRAME SILL/JAMB/HEADER EXTRUSION 6063-T6 REFER TO DETAIL 19 •••:•• •••• 2 TM-326 CASEMENT WINDOW FRAME 6063-T6 REFER TO DETAIL 19 00000* • Q F6 V�^ j 3 TM-327 I/B"GUSS STOP fOR 9/16"GLASS 6063-TB •••• •• ZZ�j rp *00000 • • • e< O K 4 TM-328 1/8"CUSS STOP FOR 1" INSULATED CUSS 8083-Te •••• • • � =i f t 5 32001 VINYL BULB- 0.175"0 TPE POLYPROPYLENE FOR 1" INS.GLASS ULTRAFAB 00:69: v 6 Osz4250 SASH CENTER WEATHER STRIP INSUUTED GUSS GLAZING BUD AMESBURY. •• •• •• • Q • 7 12298 FRAME WEATHER STRIP 7/16..AND 9/16 GLASS GLAZING BEAD AMESBURY •••••• • Z �8�" • • • ~ d 8 32011 VINYL BULB- 0.270'0 TYPE POLYPROPYLENE FOR 7/16"G 9/16"GLASS ULTRAFAB • • $ 9 - (2)f8 X 1 SMS SCREWS AT EACH FRAME CORNER SAE GR 2 MIN ACRYLIC SCHNEE-MOREHEAD • • ••••• CC • •• 1O - SEAM SEALER • G • 11 - SETTING BLOCK 1" LONG AT 1/4 POINTS HIGH DENSITY RUBBER • w 1 - OPTIONAL SURFACE APPLIED MUNTINS 6063-T6 • 3e 1 - RAPID STRENGTH RGS7700 STRUCTURAL SILICONE ELASTOMETRIC ADHESIVE MOMENTIVE PERFORMANCE MATERIALS Fe S 1 - 5/16•XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL 17 - PRIMARY SEAL PIB ppyyo 1 - SECONDARY SEAL SILICONE y y 19 OP-106030 LTS DUAL ARM OPERATOR LH RADISSON INDUSTRIES REFER TO DETAIL 19 s 8 ZO PO-2301 LTS MULTIPOINT LOCKING HANDLE RADISSON INDUSTRIES REFER TO DETAIL 20 COPYRGHTINGNEBINGID iESS Z1 316 MAGNUM HINGES 3000 SERIES,OFFSET 4-BAR PROJECTION HINGE ADVANTAGE MANUFACTURING CORP. REFER TO DETAIL 21 15-2372 2 1549-3 SNUBBER ADVANTAGE MANUFACTURING CORP. REFER TO DETAIL 22 SCALH NTS PAGE DESCRIPTION, COVER SHEET FL #16132.1 �p a 0 N gpE00N0Sg9.RpR00,P.E. 3.010. �2.438- WWI I b.4RIZAn cq �? r EXPOSED //MS'S �•` SURFACES 1.182 1aU x 3 EXPOSED EXPOSED t m$$LL$g Z o$ m r� ri EXPOSED SURFACES SURFACES 0.130 ti Xi w I -1.021 1.625 0 n SURFACES W ri w 0.575 o r ti� 3 0 0 o Lu $ �o IR N 0 O M N O N � w O N J •.• J 0.077 0.391 O i• •••• Q p 2.675 •..•. .• Z • • • • •Q On �az 2.1", 2.087 ••.. ' • Z s� rC•o L oa pig �<a 'm � O • •f • • F-•I LL T � �1 • • . . •..�i. a • LL 6 IA N N •• ..• : .. 32001 Qezd250 • _ SASH FLANGE SASH CENTER "' • •7 $ SASH CORNER KEY(2 �� • �� y r J O O PER CORNER) �� • 12298 32011 .060 ALUMINUM SHEET FRAME SASH FLANGE COPYWiTENC•IMSMEO-REBS 15-2372 I F SCALei NTS Sy 1 O FRAME CORNER KEY(1 PER - pAG!DEStupnoN: CORNER) COVER SHEET NOTE; .060 ALUMINUM SHEET EXTRUSIONS NOT TO SCALE. 78 FL #16132.1 LI � \\\ NRtuNI 7NI"3'd'WWNN38'Irrma V T'Z£T9T$ Q VTId1,Y) jQj lis Ste w p Avvw mISSI -n O V o �� 'dX3°JN3'MMM • • N �� •MOONIM.N3.3SVJ@G•563JV. £ _ .�' .. ij:>nrj 0990-b5E(t56):W • • "' " $ n = 244£E, '�SI,V39 Ol3IdT1330 • •0£ (1;6)9 M L • • ••• tAV 4 O 3ZT MS 09T -U'MV3 NVdNOd '3AV H.LZT MN T09 Ln M w stmtno � NHa Nt0a�1 � c JTl '-dOgG 4N`d MO4NIM Wl • • • • va mnr�r•wa slrovaa a a N a N t W F m Z J W �O Z JL/t a w 0¢ 2 V n >Z Z ¢L- da 2 h Z¢ 7 n 0 w wwLLZO Lnzm3r- J Q W N W En I I ♦ e"W'R+�MaW.^vL°IS'1!' SZS�VaS-R[CZStldMlpa�oM-6VIB QV!+gj 9LOL p!ZE 19111♦L�fl-tlSj- Vuyy�ivawos¢�SZS sa!F+S ZLEZ9llgaalw�L:A LL+�Iu. --a -stozNzmO f •++�' ! 1 e • 1 �zy 7a rr ■ BCIS Home Log In User Registration Hot Topics ' Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Unks Search dFlorida pr Product Approval s USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FlNOWD FL# FL15726-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0 Product Manufacturer T M Windows LLC Address/Phone/Email 1543 North Powerline Rd Pompano Beach, FL 33021 (954)781-4430 ocordova@tmwindow.com Authorized Signature Javad Ahmad alfarooq@afceng.com Technical Representative Address/Phone/Email i Quality Assurance Representative Address/Phone/Email � •••• • • •••• •••••• Category Exterior Doors • • • • •••••• •• • •••••• Subcategory Sliding Exterior Door Assemblies • Compliance Method Evaluation Report from a Florida RegistbW fVL'hitect c;a•l+c*nsed Florid••• Professional Engineer0 •••••• •••• ••••• Q Evaluation Report-Hardcopy Received •• •••• • • •• • ••••• • •• . • • i Florida Engineer or Architect Name who developed the Javad Ahmad ; • : • • ••••:. •••••• Evaluation Report � � • � Florida License PE-70592 • 000 •••••• i Quality Assurance Entity National Accreditation&Management Institute •.; Quality Assurance Contract Expiration Date 12/31/2019 Validated By Jesus Gonzalez,P.E. n Validation Checklist-Hardcopy Received Certificate of Independence FL15726 R2 COI SS-390 SGD-CI 2014.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 l Equivalence of Product Standards Certified By Sections from the Code t I , + i I Product Approval Method Method 1 Option D r r Date Submitted 02/25/2015 Date Validated 02/26/2015 Date Pending FBC Approval 03/02/2015 Date Approved 04/15/2015 t Summary of Products r 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 R2 II 55-390 Alum SGD(LMI)W12-31 Ddf Approved for use outside HVHZ:Yes Verified By:Javad 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 R2 AE SS- 390 Alum. SGD(LMI)-PAE 2014 Ddf type combinations and installation details. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility 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 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 here. Product Approval Accepts: RE L-7 4 Credit Card • Sate .... ...... . . • ...... .. . ...... ...... . . .... . .. ..... ...... .... ..... .. .. .... ...... . . . . ...... t =t r i a�.Mb 'e AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3 • METHOD 1 OPTION D FL 15726 Date: 2/23/2015 Detailed Product Description Manufacturer:T.M.WINDOWS, LLC. Manufacturer Address:601 N.W. 12T"AVENUE–POMPANO BEACH, FL.33069 Model Name:SERIES-390 ALUMINUM SLIDING GLASS DOOR Maximum Frame Width:66" Maximum Frame Height: 108" Maximum Load:+80 PSF.-95 PSF(Large Missile Impact) Installation Drawings#W12-31 ' This product complies with the High Velocity Hurricane Zone (HVHZ)testing requirements. The above maximum parameters do not occur simultaneously. See charts on installation drawings for combinations of span vs. load. Comparative analysis used X Yes —No Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS-OZ/TA5--202) •••• • •••• •• • .. . • TEST DESCRIPTION TEST LOCATION TEST REPORT TEST REPORT,*e •• 'fest• • •••• DATE ••• •• Sealed by t ASTM E283 Air Infiltration Fenestration Testing 06/20/2012 FTL-6868 . ••• #Aarlin$rin�jm'P.E. • ••• Leakage Laboratory • • ... .. .... ..... ASTM E331 Water Fenestration Testing 06/20/2012 FTL-6868 ••• .Varlin Brinson, P.E. .• OR ASTM 547 Penetration Laboratory ; ; . . ....:. &TAS 202 . :••••• ASTM E330 Uniform Static Fenestration Testing 06/20/2012 FTL-6868 " Marlin trinro;, P.E. • &TAS 202 Air Press. Laboratory 06/18/2012 FTL-6976 Marlin Brinson,P.E. & 01/26/2015 ATLSF-0219.01-14 Stephen Warter,P.E. American Test Lab of South Florida ASTM F842 Forced Entry Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson,P.E. Laboratory 1235 SW 87th Avenue I Miami,FL 33174 1 T:305.264.8100 1 F:305.262.6978 www.afceng.com I alfar000@afceng.com i { Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT# Sealed by FBC 1626.2 Large Missile Fenestration 06/20/2012 FTL-6868 Marlin Brinson, P.E. (TAS 201&203) Impact& Testing Laboratory 06/18/2012 FTL-6976 Marlin Brinson,P.E. Cyclic & 01/26/2015 ATLSF-0219.01-14 Stephen Warter,P.E. American Test Lab of South Florida Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above window/door product conforms to the requirements of the 2014 Florida Building Code. 3 Evaluation Report Engineer: lavad Ahmad PE#70592 AI-Farooq Corporation EB#3538 SC\Y:\users\veronica\StatewidePA Evaluations\TMWindow\2014 FBC\390 SGD\390 SGD(LMI)-PAE 2014.doc t 0000 ( • • • • o • • + • •••••• •• • •••••• • • • • • • • • •• •• •••••loo •••••• •s•••• • • 0000• • • • so •••••• so • • so t i i r 1235 SW 87th Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afceng.com alfar000@afcens.com HEAD ANCHORS �� 3 CLUSTER OF 4 OR 6 ~ AT STILE ENDS SEE CHART ON SHEET 3 24' MAX FOR CAPACITY_ N Z m ; HEAD O i z a N ( HEAD ANCHORS Q f N a 3' O o 0 TYP. O J e v W 220 3/8' DOOR WIDTH m� m W O U v 6' MAX. z z (� 7 HEAD/SILL A __ io U �n O w lm+T o CORNERS �\ 0 a a a Dor— ry Q W 3 w N LL in S a J Liw Q z0 ka ^ S2 I I 3< 7e n em S P D O) O II II � n " U J (9 Z J lal LL B ♦ In 2 VV Mf JON W ZiO -' z + 48 1/8' 46 1/8' 1 1 I N Z d F�OPTIONAL D.L. OPG. D.L. OPG. SINGLE ROW DOUBLE ROW w O O W 56 1/8- JAMB ANCHORS JAMB ANCHORS PANEL WIDTH 56 1/8' 24' MAX. O PANEL WIDTH SILL s� .... (.... (.... SILL ANCHORS 3 THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. IINc SHUTTERS ARE NOT REQUIRED. - 12 TYPICAL ELEVATION 2 TRACK FRAMES SILL ANCHORS SERIES-390 ALUMINUM SLIDING GLASS DOOR CLUSTER OF 4 AT STILE ENDS a DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART AT 3'O.C. SHOWN ON SHEET 3 & 3.1. c o • ••• • • • • • •• THIS PRODUCT HAS BEEN DESIGNED AND TESTED • COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING RICH VELOCITY • • • • • • • • • A-IS PRODUCT EVALUATION DOCUMENT(P.E.D.)INFOR PREPARED 8Y THIS ENGINEER o m HURRICANE ZONE (HVHZ). • • •• • • • • • IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC C • •• • • • '• ••• • PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 0 WOOD • • • • • • • • • B-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND GADS BTOCTHE STRUCTURE.MUST BE ANCHORED PROPERLY TO TRANSFER •• ••• •• • • • •• THISINSTALLATION OF PRODUCT BASED ON THIS PRODUCT EVALUATION CONDITIONS DETAILED ��`p.J .. PROVIDED HE/SNE ... i N o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS ON THIS DOCUMENT. ''••• EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C-THIS PRooucr EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF $ n ALTERED BY ANY MEANS. 70b92 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE`DETAILS ARE •��• '" • •••- `• • D-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REOISTERED _ Y NOT PART OF THIS APPROVAL. • • • • • • • • ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.RJ • • ••• • • • • • FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • • • • • USE OF THE P.E.O. ENGINEER OF RECORD,ACTING AS A DELEGATED ��7D••• ; /�� drawin no. • •• • • • • • • • ENGINEER TO THE P.E.D.ENGINEER SWLLL SUBMIT TO THIS LATTER THE SITE O a� 1I MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ••• • • • • • SPECIFIC DRAWINGS FOR REVIEW. •°•,�ZOR1D�'.• COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE E-THIS P.E.D.SHALL D BEAR THE DATE AND ORIGINAL SEAL ANSIGNATURE OF iSs� .y.,... . �N W1 2-31 REQUIREMENTS OF THE FLORIDA BLDG. CODE. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. AL /DI; 11\\\ sheet 1 of 13 • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • • 3 HEAD ANCHORS CLUSTER OF 4 OR 6 n AT STILE ENDS 'r I SEE CHART ON SHEET 3 24'MAX FOR CAPACITY N? Z 3 HEAD O z m HEAD ANCHORS in 2 TYP. 0 W M V IL 297 3/8' M O DOOR WIDTH 9i� g�j 0 10 � LL z V O Al 0 o y m m U b U C O W m O ` \ OaQa ° 0 � c d0 LL J0M G F1 Q W"f D D E D D _8 o W x � M c� � JW IJi x B1 � o�m m z_ H 3zME a W 43 3/B' 43 3/8' I II N O. D.L. OPG. D.L. OPG. SINGLE ROW DOUBLE ROW 51 3/8' ry JAMB ANCHORS JAMB ANCHORS PANEL WIDTH 51 3/8' y.• 3' 24'MAX PANEL WIDTHTYP. SILL ^{ 4 • .. .. (� i / �.. ( i �E SILL ANCHORS o •- - { If) TYPICAL ELEVATION v"� 3 TRACK FRAMES SHOWNSILL ANCHORS 4 TRACK FRAMES SIMILAR CLUSTER OF 4 AT STILE ENDS c • ••• ••• • • • • • •• AT 3O.C. w �8 • `��\11111111/// O • •.• • ••• • • - - - No.705592 • •• • • • • • • � ,'•,•s STATE OF G : drawing no. ••• W12-31 ••• • • • • ••• • • • • • • • • • •••• •• •• • • • •• 00 • • • ••• • DESIGN LOAD CAPACITY - PSF 3 LIGHT REINF. GLASS'G6'&'G6A' N CLUSTER OF 4 ANCHORS Z m 3 3/16'HEAT STREN'D GLASS PANELAT DOOR AT STILE ENDS 0 Z �y = Oso' Interloyer INCHES MCM3 EXT.(+) INT.(-) Q ry a Saflex Clear And Color Glass 36 70.0 70.0 a By 'Eastman Chemical Co.' 42 70.0 70.0 0 oW M v OR 090' Interlayer 48 80 70.0 70.0 �w DuPont Butocite PVB 54 70.0 70.0 By 'E.I. DuPont De Nemours& Co., Inc.' ~ r LL o: 60 70.0 70.0 (� 3/16'HEAT STREN'D GLASS 36 70.0 70.0 0.O�j M 42 64 70.0 70.0 0 a.Q C 48 70.0 70.0 0 aODD R `D SILICONE o �m 32 GE RGS 7700 70.0 70.0• Q W 3 u. m n 9 36 70.0 70.0 Z N_o _ m 42 90 70.0 70.0 J V' M Q J w 48 70.0 70.0 Q .Ni E c 36 70.0 70.0 C a 4298 70.0 70.0 s m w II��JJ 48� 70.0 70.0 GLASS TYPE '136' 7/16'OVERALL LAMINATED GLASS � M UJ J>L, 1/4'TEMP. GLASS LIGHT REI .REI . ? O N Q DOOR WIDTH 0-CD 3/8'AIR SPACE AVERAGE PANEL WIDTH o Z NUMBER OF PANELS n 3 3 0 G 3/16' HEAT STREN'D GLASS „I Z w �;0 , 090' Interlayer H H Saflex Clear And Color Gloss ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE 0 By 'Eastman Chemical Co.' FOR DOORS WITH 3-1/2'SILL HEIGHTS. ORFOR 2-3/4'SILL HEIGHT LIMIT EXT.(+) LOADS TO 60.0 PSF 090' Interlayer DuPont Butocite PVB FOR 1-3/4' SILL HEIGHT LIMIT EXT.(+) LOADS TO 34.7 PSF By 'E.I. DuPont De Nemours & Co., Inc' SEE SHEET 4 FOR DETAILS 3/16'HEAT STREN'D GLASS o � o i m e SILICONE "•'I a Z 2 GE RGS 7700 d N i Fs. •• ••• • • • • • o•g a • • • • 6 9 •• g ••• ••i ••i • • i•i •• ```t11111LLIfifyy' 0 GLASS TYPE 'G6A' N o n 1-1/16'OVERALL INSUL. LAM. GLASS • ••• � � -- _ � No'70b92 NOTE: • • • ••• • • • • • a GLASS•CAPACITL ON T%S••4.HEET.ARC • • • � '•, STATE OF `: drawing no. BASECF81ASTM E1300-09•(3 SE GUSTVO • • % '•.AZOM01'.AND \ : W12-31 DECLARATORY STATEDA MENT DCA05NG IDEC -219 • '''7SS,11i�jill" sheet 3.1 of 13 ••• • • • • ••• • 3/16' HEAT STREN'D GLASS 1/4- HEAT STREN•D GLASS DESIGN LOAD CAPACITY - PSF U 3 JE1,0,9 er J11, er WCIiT REINF. HEAVY REINF. �� And Color Glass Clear And Color Glees I Chemical Co.' Chemical Co.' GLASS'Gl','G2'k'G4'GLASS'CI'.'G2'k'G4' _ GLASS'C3' k'G5' a CLUSTER OF 4 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 6 ANCHORS Z n 3 EAT STREN'D GLASS µNT STREN'D GLASS PANEL WIDTH DOOR HEIGHT AT STILE ENDS AT STILE ENDS AT SRLE ENDS AT STILE ENDS O I" ? m z mm INCHES INCHES EXT.(+) IM.(-) EXT.(+) IM.(-) EM.(+) 'IM.(-) EXT.(+) IM.(-) F w GE FIGS 7700 aGE RCS 7700 SILICONE SILICONE 36 60.0 80.0 60.0 60.0 80.0 85.0 80.0 95.0 0 o O 0 42 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0048 60.0 50.0 60.0 60.0 80.0 95.0 80.0 95.0w80 54 80.0 80.0 80.0 60.0 60.0 95.0 80.0 95.0 60 60.0 60.0 60.0 60.0 80.0 90.6 80.0 95.068 80.0 60.0 80.0 60.0 80.0 87.6 80.0 95.0 a 0wM 0 38 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 O a.Q O 42 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 0 , 4B 84 60.0 60.0 60.0 60.0 80.0 94.4 1 80.0 95 O.0 In Q In LL m GLASS TYPE 'G1' GLASS TYPE 'G2' 54 60.0 60.0 60.0 60.0 80.0 88.3 80.0 95.0li i In f°, 7/16"OVERALL LAMINATED GLASS 9/16.OVERALL LAMINATED GLASS so 60.0 60.0 60.0 60.0 80.0 B3.9 80.0 95.0 J Z N Q w 36 60.0 60.0 60.0 60.0 00.0 95.0 80.0 95.0 Q w eI E 42 60.0 60.0 60.0 60.0 80.0 93.8 80.0 1/4'HEAT STREN'D CLASS 48 9O 60.0 60.0 60.0 60.0 80.0 65.8 80.0 95.0 m .090" Interloyer 54 60.0 60.0 60.0 60.0 79.979.9 80.0 95.0 � n DuPont SentryGlas By 'E.I. DuPont De Nemours k Co., Inc.' I 35 60.0 60.0 80.0 60.0 80.0 94.4 80.0 95.0 Cc m E,N 1/4"HEAT STREN'D GLASS 42 98 60.0 80.0 60.0 80.0 80.0 84.1 80.0 95.0 a, 48 60.0 60.0 60.0 60.0 76.5 75.5 80.0 95.0 N p m 54 80.0 80.0 80.0 50.0 70.9 70.9 80.0 SILICONE 95.0 M " mGE FIGS 7700 36 - - 60.0 60.0 60.0 60.0 60.0 60.0 ca U 9 42 102 - - 60.0 60.0 60.0 60.0 60.0 60.0 o J j 1` 48 - - 60.0 60,0 60.0 60.0 60.0 60.0 VI Q== rg I 36 - - 60.0 60.0 60.0 60.0 60.0 60.D Q3 N< IJN--t-cn---SII 35 42 108 - - 60.0 60.0 60.0 60.0 60.0 50.0 C.7"M- 60.0 60.0 60.0 60.0 60.0 60.0 60.0 ao m 3Z a * n 3za CLUSTER OF 6 APPUCABLE w AT HEAD ONLY Cc 0- GLASS TYPE 'G3' CLUSTER OF 4 TYPICAL AT SILL o 9/16.OVERALL LAMINATED GLASS 1/4'TEMP. GLASS 1/4"TEMP. GLASS LIGHT REINF. HEAVY REINF. 3/8"AIR SPACE 3/8-AIR SPACE c 4 AVERAGE PANEL WIDTH DOOR WIDTH o 3/16"HEAT STREWD GLASS 3/18" HEAT STREN'D GLASS NUMBER OF PANELS - u 090'Interlayer 090' Interlayer ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE w, Saflex Clear And Color Gloss DuPont SentryGlos By 'Eastman Chemical Co.' By 'E.I. DuPont De Nemours k Co., Inc.' FOR DOORS WITH 3-1/2-SILL HEIGHTS. FOR 2-3/4-SILL HEIGHT LIMIT EXT.(+) LOADS TO 60.0 PSF (z.I 3/16-HEAT STREN'D GLASS w 3/16- HEAT STREN'D GLASS FOR 1-3/4-SILL HEIGHT LIMIT EXT.(+) LOADS TO 34.7 PSF c• i i m • • • • • • SEE SHEET 4 FOR DETAILS o 0 • • • • • •• 8 m y SILICONE e • • • IU•NC • d i JJ �] 2 GE RGS 7700 2 • 4p S•77�•• O I� a' • II• • ••• • • ••• 11111 35 35 n a m R i2 9A• • ••• • s_ _*.• Na 7*L1692 - � Lr-Ji r�u • • • • • • • • �e • • • • • • • • NOTE: 0 a 04, • • • • • GLASS CAPACITIES ON THIS SHEET ARE '•• STATE OF drawing no. ••• • • ••• ••• BASED ON ASTM E1300-09 (3 SEC. GUSTS) � '••RCOMOI,.•' \ W12-31 QLASS 1-1/16-OVERALL NSUE. LAM.4GLASS 1-1/16-OVERALL INSUE LAM. GLASS DECLARATORY STATEEAND FLORIDA IMENT DCA05NG �DEC-219 's`/s/��MAL / 1111111// sheet 3 of 13 ••• • • • • ••• • • • • 000 • • N 2 m 3 ------- OH OX(SHOWN) f r I XO O o O XX 01 a 0 �o � O cam, a LL a r r r a O'¢i"' 8 paao � -- ----- O OXO (SHOWN) XXX (SHOWN) ------ ----- Q m 3 LL a OXX OXXCL Z rn m XXO XXO J " a j Q zW O ------ __-___ O� OXXO(SHOWN) M OXXX OXXXXO(SHOWN) M XXXX XXXXXX C J j APPROVED CONFIGURATIONS APPROVED CONFIGURATIONS NON-POCKETED DooRc_ TWO (2) TRACK FRAMES NON-POCKETED DooRs THREE (3) TRACK FRAMES � $N LlCDx m Z n 3Za m moo d H Heoa � O $ $ $ $ r r ♦ a � o Oa to 9 XXXX(SHOWN) OXXX - --- -rU- --- ---- �k aid XXXO a rT. • .. . • • << • .. • .^111111 O OXXXXXXO (SHOWN) • ______'�-ti1,Q___.i--J.h-�_____ L ? 0 XXXXXXXX • •• • ••• ••• ••• '•, STATE OF , � drawing no. ..• . . %�'•• `taaoR: °°�� APPRQVFQ W12-31 POCKETED DOORS c �� NA1.'�G�•` FOUR (4) TRACK FRAMES ��1I1111\\\\\ sheet 4 of13 ••• • • • • ••• • • • •• •• • • • •• •• oit # # # I IU o . a Z m ; z PX (SHOWN) 10 w ,� a Q N S XP PXXX(SHOWN) a XXXP O w ^ b a 08 a n5LV m ° d.0 8 --- p Q a N PXX(SHOWN) O.3 XXP o N Qw N LL w o Qzw 2 IO ~ ~ O1 �t �a 0.I jYCL a a ♦ • VI PXXP(SHOWN) PXXXXXXP (SHOWN) to In jY�t a a ♦ ♦ Y� � M p OIU J a AI ? JW l� J o > PXXXXP(SHOWN) 3 L) � ONW I 0^m m L-IM%Z) Z APPROVED CONFIGURATIONS APPROVEDCONFIGURATIONS POCKETED DOORS TWO (2) TRACK FRAMES POCKETED DooRs THREE (3) TRACK FRAMES Ito r O C11 A U ~ ja r1 U77 PXXXX(SHOWN) XXXXP N N 81 C • • •• • • • • ••• • I a l r J � '• • 3 _ `--- _ ---' • ••• _ • _ M0.70592 s $ PXXXXXXXXP (SHOWN) • • �• • _�r E E YI b • •• • • • ••• • • �.c,�•'•., STATE OF •,: � drowing no. APPROVED CONFIGURATIONS ••• � S ��•`iG``�� W 12-31 POCKETED DOORSFOUR (4) TRACK FRAMES ��is��NAl1,�`�` sheat $ oi13 • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS U 3 IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS n 6�EE` N AIRS w IN PAIRS /7" - 39 I 1 B ELEV. FOR SPACING v rc SEE EL FOR SPACING FOR SPACING N 2 1 2" WOOD BUCK METAL z i J e• EDGE.DST. gTAGGEREp STRUCTURES W ' 1 JL •a ' :Q �rc 0:o o L) �O � V O 0 v LL 33 � vG m O 39 \ \ \ \N 00. ANCHOR ACCESS HOLES C 0 n O ♦ TO BE COVERED WITH ar K°D 0 n PLASTIC CAP Q W 3 17 LL Z W-M a j F.B.C.APPR'D MULLION j C7 M Q I - SEE SEPARATE APPROVAL Q w F I 1 I h II II O WOOD BUCKS AND METAL STRUCTURE NOT BY T.M. WDW. m j II I' III MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Ff Li 1pi m 01 .. II II TYPICAL ANCHORS: SEE ELEV. FOR SPACING M h I h III 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, FY-155 KSI) � �,j '� J INTO 2BY WOOD BUCKS OR WOOD STRUCTURES W 1-1/2" MIN. PENETRATION INTO WOOD h y a Q2 TRS x v: I ONW 1 _ _ $ `8 THRU 1BY BUCKS INTO CONC. OR MASONRY ~ 1-3/8" MIN. EMBED INTO CONC. OR MASONRY � Z-m °D o O I DIRECTLY INTO CONC. OR MASONRY 3:2i a n I 1-3/8"a MIN. EMBED INTO CONC: OR MASONRY I II � fr] j t 1,/4' DIA, SELF DRILLING SCREWS (GRADE 5 CRS) N ~ d j INTO METAL STRUCTURES j p iI STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) j II II II (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) III ,#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) C12 oz INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") k2 2 4 (NO SHIM SPACE) u TYPICAL EDGE DISTANCE a INTO CONCRETE AND MASONRY = 2-1/2" MIN. STANDARD •• ••• • •INTO•WOOQQ SIRUCTU E = 1" MIN. p a$ • • • •INTO L�Efgj 94?LrRE = 3/4" MIN. g 2A • • •••,,,,,0 • ••��y,• • m 0 . ••• ••• •••C�C6R /IT y LLJ L OR JAMBS f'cD-30000 PSI MIN. ��111T11I Tei SI ......... ... ...... ..... a C-90 HOLLOW/nLLED BLOCK AT JAMBS I'm - 2000 PSI MIN. ........ P� {�� • HIGH STRENGTH GROUT n LL)li(i DIST. :" i • 1'c -5000 PSI MIN. 4 NOT BY T.M. WOW. • ••• t • WEERHOLES: — NO.70592 _ — MUST TRANSFER SHEAR • • • • • + • _�7 ,.{T- t LOADS TO STRUCTURE • • •••W1 (6) 1"•1NECP JOT�4 AT EACH END OF SILL 8 v SHIMS OPTIONAL •• •• • • �Wt=•(6)•1" WEEP :OTV AT EACH END OF SILL ��•••, � TYPICAL ANCHORS ••• • • • • STATE OF drawing no. PLOMO SEE ELEV. FOR SPACING / �Q ^'• � W12-31 • • / '•. TWO (2) TRACK DOOR DETAILSoNA�1 ,,, sheet 6 of 13 ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z 3 0. w ZZ ZE N Q Q(L N S OW " U U Q•, O 0� a LL cr K 0 >M o 0 L< H ON�� O N Q W 34 N (�ZVI_ J a m< J Q wLi O 3 � � n � I rn a M� O M U _j 2 o _j Li 11 o ) 1 V)"I II II III O-L � Y 1 Do Zm I rn 3Z a WIII I I M 3 Z d m x x aO ir5ZSEAL WITH N F- d r SILICONE 0 - � a f�1 j 4 LiC cQ W I 4A 14 N I \ I cQ j o ko O I 5 ►a HI-PROFILE 36 t G4 15 0 d 2A 0 33 •• • • • ,� \ m o 0 • • • • • \ vt '' 'HIGH STRENGTH GROUT LIMB MAX. LIMIT MAX. LIMB MAX. a �DCE DIST.., { f'c 5000 PSI MIN. EXT.(+) LOADS EXT.(+) LOADS EXT.(+) LOADS $ \ NOT BY T.M.WDW. • TQ"7 P_SF• _ r J•�0 60.0 P♦F • TO 80.0 PSF M _, N0.70592 - — - - MUST TRANSFER SHEAR i� LOADS TO STRUCTURE • • • • • • - f - $ '� g SHIMS OPTIONAL ••• • • • • • 0 • • • • • • • • e • � j'•.• STATE OF , : drawing no. TYPICAL ANCHORS i•• ••• ••• 000 '��C`•'' '2m0!'•` .` W 12-31 SEE ELEV. FOR SPACING TWO (2) TRACK DOOR DETAILS �� +S�DIVALEx fUn111YA sheet 7 of 13 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 3 TYPICAL ANCHORS IN SINGLE OR DOUBLE ROWS SEE ELEV. FOR SPACING w 1/4" MAX. O F m SHIMS © O D.L.O. N 6 LIGHT REINF. 5 36 5 24 HEAVY REINF. 6 Oa 0 J 0 V a� a 0 -- - _- -_ _- 36 p� e to tt .._......—...... .. .. Cf 0 °o ... ..... paao � 0 IFYFFg P!air mO N (L 0 j z 4:5 B Q W .q z 7 O y 33 5 7 7 w 5 m 3A D.L.o. EXTERIOR d z PANEL WIDTH rn N t0 O. DOOR WIDTH M o V 1BY o JjL� WOOD BUCKS h N Q=R TYPICAL ANCHORS QQ IN SINGLE OR DOUBLE ROWS 3 N W SEE ELEV. FOR SPACING g^m 1/4" MAX. 1O 11 1/4"MAX. O 1/4"MAX. n 3 3 z a^ SHIMS SHIMS SHIMS N Z d X00 w H Hoa � O METAL STRUCTURE CD 33 5 - a d 1111 og 33 N C • •• ••• • • • • • •• DOOR WIDTH m a g TYPICAL ANCHORS • • •T� IR PICARCH•RS• • ol IN SINGLE OR DOUBLE ROWS • •• IK SIIIGLE•OR"LOBLE ROWS SEE ELEV. FOR SPACING • • • SEE FLEVP FOII SF*CING • `T11111111�� ...... c I n _ • ••• • i•• • • - = No.70502 • •• • • • • • • • STATEOF drawing no. TWO (2) TRACK DOOR DETAILS �i�,S��NAII ?`�� sheet B oi13 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TYPICAL ANCHORS 5 PAIRS SEE � SEE ELEV. FOR SPACING 1 BY N EDGE DIST. 2 1/2' WOOD BUCK Z m J _O - w � °: •° STAGGERED- H m 4 �1. O o 0 b O W ^ O m 39 N aK>M g OOaao Al ON;a 4 Q W LL N zo o 17 Z ro I j c7ma J 1 Q W Ni 1 i I I 11 II II III 0 I III II II II I s °D I I it I I Q m III III III M I II I II II I I f.1 M O J y II III p J j 11 Z I II III I III Q a O U III 3 QV _ = Oa y = ONS++ I w 3 w Z�0 0 WI 1111 III h 31ZQ h II II W (L v II W ? I O I 11 I I 1 II II I I I 1 I I I II �I 1 III III I I I III cQ III II II 111 � 0 I .-1 u n17If 30 I < � a•i,A, I YDARTDO] c •• ... .. ea9 • • • • • • • • • • $ 2B • • •• • • • • • m 3 i ... .... .... .... .... ...... � • ••• ••• •• • • • •• 1111111 //// _ • 'n . POURED h DERE �`��p;r VCFNBf ;'V d • • HIGH STRENGTH GROUT j 22 EDGE DISE. . 2_1/2• Vc - 5000 PSI MIN. = $ n T NOT PY T4M*%DW. • 666 • • _ N10.70592 AGGERED LOAD TYPICAL SUREAR••• ••MUST • • • • = •• g TYPICAL ANCHORS • •• • • • • • • • STATE OF :" drawing no. AT STILE ENDS TYPICAL ANCHORS 000 • • • • • At ��.•: SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING THREE (3) TRACK DOOR DETAILS W12-31 FOUR (4) TRACK DOOR SIMILAR 0N1A1k1l`�`�� sheet 99:-f 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • TYPICAL ANCHORS U 3 IN SINGLE OR DOUBLE ROWS F 1 SEE ELEV. FOR SPACING n 1/4" MAX. SHIMS Z j 5 11 29 1D � O 2 N W I O O o O W C _-= OG a LL Vo � aM oa4os 0or- O N Q W 3 LL N • �Z in� M TYPICAL ANCHORS o J M(y Q J Q W i f AT 14'O.C. �.: ,W LIMIT MAX. LOADS TO 380 PSF O u m J o n 8� I se p, .. 1"MIN. EDGE DIST. 0 e � N 2 mo 24 � O�lmil x Z< Z ^ - - - - - - 3zx w O Y 38 .......... ........... .............. 7 24 5 5 EXTERIOR --------- ------------ ------------ *0 ••• • . • . • •• opo • • •• • • • • • 18 19 00411, 09 111 0 9 • • • • • • • • • 11111111�� FL #15726 •��\�?J + '��% •.• . ..• • . rw.70692 • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • � '''• STATE OF ?� : drawing no. THREE (3) TRACK DOOR DETAILS '� S ' OR1O�' G;``� W12-31 FOUR (4) TRACK DOOR SIMILAR �''Si��AL1� \\ sheei 10 pf 13 ITEM PART/ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 4 U 3 IA TM-347 1 2 TRACK FRAME HEAD 6063-T6 - T� n IS TM-333 1 3 TRACK FRAME HEAD 6063-T6 - rt IC TM-336 1 4 TRACK FRAME HEAD 6063-T6 - Z rn j 2A TM-331 1 2 TRACK FRAME SILL 6063-T6 - Z n z a 28 TM-334 1 3 TRACK FRAME SILL 6063-T6 - a g n a 2C TM-337 1 4 TRACK FRAME SILL 6063-T6 - O O v 3A TM-332 2 2 TRACK FRAME JAMB 6063-T6 - w 38 TM-335 2 3 TRACK FRAME JAMB 6063-T6 - IL p 3C TM-338 2 4 TRACK FRAME JAMB 6063-T6 - C V ^ LL 4 TM-321 2/PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 - V p M 4A TM-330 1/PANEL PANEL BOTTOM RAIL(HIGH PROFILE) 6063-T6 - a OR j M g 5 TM-322 1 PANEL JAMB STILE 6063-T6 - 0 r 6 TM-323 AS REOD. STD. INNER INTERLOCK 6063-TB - Q; p A 7 TM-324 AS REQD. STD. OUTER INTERLOCK 6063-T6 B TM-325 AS REQD. ASTRAGAL STLE 6063-T6 - J m Q J 9 TM-327 4/PANEL GLAZING BEAD(UM. GLASS) 6063-T6 - Q W W. 9A TM-326 4/ PANEL GLAZING BEAD(LAM. INSUL CLASS) 6063-T6 - 0 10 TM-348 1/FIX. PANEL FIX, PANEL CLIP 6063-T6 - 11 TM-349 AS REQD. FIX. PANEL CLIP COVER 6063-T6 - J c 12 TM-339 2 JAMB COVER 6063-T6 - 13 TM-347 AS REQD. POCKET DOOR HOOK 6063-T6 - o 14 TM-341 AS REQD. 2'SILL RISER 6063-T6 - 14A TM-342 AS REQD. 2-3/4'SILL RISER 6063-T6 - „O) 14B TM-343 AS READ. 3-1/2'SILL RISER 6063-T6 ISA TM-350 AS READ. 2-3/4'SILL RISER 6063-T6 - z c 41 15B TM-351 AS REQD. 3-1/2'SILL RISER 6063-T6 - w Q= R 16 TM-340 AS REQD. SILL ANCHOR COVER 6063-T6 - =U 17 TM-354 AS REQD. SCREEN TOP& BOTTOM RAIL 6063-T6 - OQ^m 18 TM-355 AS REQD. SCREEN STILE 6063-T6 - Z n 19 TM-357 AS REQD. OX%O SCREEN STILE 6063-T6 20 TM-356 AS REQD. OXO SCREEN ADAPTER 6063-T6 - H d 21 TM-344 AS REQD. FRAME HEAD SCREEN ADAPTER (3 & 4 TRACKS) 6063-T6 - w O O W Hoa 22 TM-345 AS REQD. FRAME SILL SCREEN ADAPTER (3& 4 TRACKS) 8063-TB - O 23 TM-346 AS REQD. FRAME JAMB SCREEN ADAPTER (3&4 TRACKS) 6063-T6 24 TM-328 AS REQD. HOLLOW STIFFENER 6063-T6 25 TM-329 AS REQD. SOLID STIFFENER 6063-TB 26 - - - - 27 #10 X 3/4' AS REQD. FRAME ASSEMBLY SCREWS 5T. STEEL PH P SMS cQ c 28 g12 X 1' 2/CORNER PANEL ASSEMBLY SCREWS ST. STEEL FH SMS i` g 29 /10 X 1' AS REQD. FIX. PANEL SCREWS,AT 6'FROM ENDS&24"O.C. MAX. ST. STEEL FPF SMS/TEKS 30 - 2/PANEL ROLLER ASSEMBLY - - HSTDk a•i b 31 - - MORTISE HOOK LOCK - FASCO a 32 E70818KN1020 4/ LITE GLAZING GASKET(7/16'LAM.CLASS) VINYL ULTRAFAB �T. 320k W32001 4/ LTTE GLAZING CASKET(9/16'LAM.GLASS) NYLAMESBURY SEALANTS: v 328 W32011 4/ LTTE GLAZING CASKET(INSUL.LAM. CLASS) • • • • •VINYLL • 4 AKWSBURY FRAME AND PANEL CORNERS AND INSTALLATION SCREWS u 8 33 21315 AS REOD. FIN SEAL PILE W'STRIPPING • • ULTRAFAB AT SILL AND JAMBS SEALED WITH JOINT SEALANT. c< 33A 33371 AS REQD. FIN SEAL PILE W'STRIPPINC • • • • • ♦ • ULTRAFAB '- \711111117T7j O 34 - AS REQD. BULB W'STRIPPING .90 OW NYL -0• �/� r _ 35 - 2/LITE SETTING BLOCK,5/16'X 1/2'X 2'LONG EPDM LAMATEK ` PJ ".... �: VCENgE 33 35A - 2/ LITE SETTING BLOCK, 1/8'X 1/2'X 2'LONG EPDM LAMATEK 36 - AS REOD. SELF ADHESIVE PILE PAD(1-3/4'X 3'X 3)470•• • •WML MLTRAFAlb _ N0.70592 - 37- - AS REQD. SELF ADHESIVE PILE PAD(1"% 2-7/16"% 2') L UdRA4B 38 - AS REQD." SELF ADHESIVE PILE PAD(1-5/8'X 2-7716'X 1)2') • • 0 •WOOL • •ILTRAR4.B • 39 - AS REQD. SELF ADHESIVE PILE PAD(1/8'X 2-7/ 3/4 L L 81717E OP .' � drowing no. � '•, �q 701VAL1� \\ sheet 11 of 13 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 89 5.152 8.500 8.598 1.2 V .078 .078 .078 A9� �Y n 1.289 N 1.2ti1 9 �7 1.269 y87 7.469 �yy-7 -^{ 1.336 .124 1.823 F i 3- 3- I Z n < .831 .831 -T h w N .631 .124 1.823 Q a m 0. 1.267 1.267 1.267 .124 1.823 0 OJ M v w to 2 TRACK FRAME HEAD 16 3 TRACK FRAME HEAD 1C 4 TRACK FRAME HEAD 1'823 �c 5.388 - 6.693 8.791 5.548 6.419 1.823 8.517 (,�8 1.823 078 a w M .080 ,080 .125 O a a C .� .942 .078 0 y m .768 382 .942 382 .942 382 .078 Q w 3 u N �- 7 T- 7 -T LLZ�:a m 5.142 Qw�f Q 2 TRACK FRAME SILL 26 3 TRACK FRAME SILL 2G 4 TRACK FRAME SILL 3.062 c -�{ 1.407 2.000 1.264 2 TRACK FRAME JAMB 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB ro 1.573 1.490 249 2.004 078 M o� .078 .1001050 7 ,887 .897 U 3.082 3.895 4.000 .125 2.397 0 -t>L` 2.069 4.000 H (naS r� 1.761 .078 Q PANEL JAMB STILE 18 SILL ANCHOR COVER 1.677 1.327 1,�7 125 F .094 m m 575 310 1.885 _ ' 11 I I .662 o Z O � Y_ F---2.441-moi I�-1.900 .312 � n 3 Z a 1.298 062 .552 .050 .078 � w Q PANEL TOP & BOTTOM RAIL © ASTRAGAL ADAPTER .�- 72 o O , N Hcoa r 4000 O GLAZING B�5 t2 JAMB COVER 24 HOLLOW STIFFENER 25 SOLID STIFFENER POCKET DOOR HOOK (TRIMMED) .078 .750 .750 .130 ,310 4.812---moi 1.490 .750 .078 a 1.923 1.298 .0621 .078 2.752 .078 .078 2 � - 1.752 3.502 094 2.428 .893 .893 m v .076 L3.062- GLAZING BEAD .662 N 9A LAM. INSUL. GLASS •893 8• STD. INNER INTERLOCK �U 3.140 . 7.062 •I• 1•714•• • • ©}I- • • •• o 15 •� • • • 3)4" SILL•RISER t5A 2-3/4" SILL RISER756 3-1/2" SILL RISER 13 POCKET DOOR HOOK .98: • 1!011 < 4.000 .374 I•� 0 s• ��1�•• • • • •• F2. 2.048 .094 .094 � Y1.923 FIX. PANEL CLIP72 �•706921.490 • ••• • •• •094 3.422 ` _ _ • • 387- • •1.985• .693 *• _= �S • • �•• • .893• • • -^i 1.407 F^- ..078 • • • 3.062-moi • • • • • • • • .693 � ,•'•,• STATE OF ,� � drawings no. •�� 843 • • • • 4A 11 t4 �'�S,••.!.......•�G;`�.` W12-31 BOTTOM RAIL (HIGH PROFILE) STD. OUTER INTERLOCK I FIX. PANEL CLIP COVER 1-3/4" SILL RISER tan 2-3/4" SILL RISER 146 3-1/2' SILL RISER FL #15726 11111NAL1�`�� sheet 12 of 13 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • y.V 2B n I Oi N 2 W Q o W M fJ W 08 /' DaQoB J ZN4 J Q W"if F O 10 m J � I o, x N 0 O M �. FRAME TOP CORNERU Z J W Li PANEL TOP,/BOTTOM CORNER 2 VvQ ~ O-M I Z Z M 3 ? w 0 J ID w Hd N 27 O � c� �co O� a 65 es 00 r� • • o �� S:'•VCENe�c'• � ,� • ••• • • • • ` No. - ' 00 FRA BOITOM.COV4 *.a ••• •• • ••• ••• ••• •'•,• STATE OF Browing. no. IVA11,o?�� sheet 13 of 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • •