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HomeMy WebLinkAboutPROJECT INFORMATIONSCANNED BY �I GENERAL NOTES: St Lucie, 1.COMMERCIAL PASS—THRU WINDOWS, LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAVE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE. WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. COMMERCIAL PASS—THRU WINDOWS, LARGE MISSILE IMPACT RESISTANT, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 (6th EDITION) FLORIDA BUILDING CODE AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND -LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. . IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. THESE COMMERCIAL PASS—THRU WINDOWS' ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203 PROTOCOLS, PER A.T.I. LAB REPORT # C5136.01-801-18 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 OF THE FLORIDA BUILDING CODE: 2. + 703 — 80 P.S.F 10. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.5 OF THE FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 11. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE P.A.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 3. THESE COMMERCIAL PASS-THRU WINDOWS WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE ON INSTALLATIONS UP TO 30 FEET ABOVE GRADE. RECEIVED 4. THESE COMMERCIAL PASS-THRU WINDOWS ARE APPROVED FOR AIR AND WATER INFILTRATION. APR 0 5 2018 5. ALL COMPONENTS SHALL BE AS INDICATED ON BILL OF MATERIALS ON SHEET 14 AND COMPONENTS DESCRIPTION ON SHEETS 11, 12 & 13. we County, Permitting STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, G = 0.55. 7, ALI_ ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL. 8. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. (A) TO EXISTING POURED CONCRETE: (MIN. Vc = 3000 PSI), MIN. EDGE DISTANCE (E.D.) = 3". — 1/4.0 TAPCON ANCHORS W/ 1" MIN. EMBEDMENT, AS MANUFACTURED BY ITW/BUILDEX, INC., THRU 1" P.T. WOOD BUCK (IF APPLICABLE). (B) TO EXISTING A.S.T.M. C-90 CONCRETE BLOCK WALL. MIN. EDGE DISTANCE (E.D.) = 2". 1/4"0 TAPCON ANCHORS W/ 1" MIN. EMBEDMENT, AS MANUFACTURED BY TTW/BUILDEX, INC., THRU 1" P.T. WOOD BUCK (IF APPLICABLE). (C) TO EXISTING DOUBLE 2x P.T. WOOD BUCK, MIN. EDGE DISTANCE (E.D.) = 1'. — 1/4"0 WOOD SCREWS W/ 3" MIN. THREADED PENETRATION, TO COMPLY W/ NDS 2015. ''`��p��o���l�r'�is� I'�.��R (D) TO EXISTING MIN. Y' THICK ALUMINUM TUBE (6063—T5 ALLOY) MIN. EDGE DISTANCE (E.D.) = 1/2�y,�.,?�.••••"••�••.��' — 1/4"0 TEK SCREWS, AS MANUFACTURED BY ITW/BUILDEX, INC. N jp��.� �j�►ENS�C':�� (E) TO EXISTING MIN. 18 GAGE STEEL MEMBER (ASTM A-500, A-653 OR A-36) MIN. EDGE DISTAN, (E.D.) = 1 /2„ — 1 /4"01 TEK SCREWS, AS MANUFACTURED BY ITW/BUILDEX, INC. .� 9. PROVIDE 1/4" MAX. LOAD BEARING SHIM, WHEN ALLOWED BY THIS DRAWING. SHEET # TABLE OF CONTENTS DESCRIPTION 1 GENERAL NOTES 2 IMPACT WINDOWS EXTERIOR ELEVATIONS 3 BP-7241 E—IP WINDOW TYPE 1 (OXXO) 4 BP-7241E—IP WINDOW TYPE 1 (OXXO) 5 BP-7236E—IP WINDOW TYPE 2(OXXO) 6 BP-7236E—IP WINDOW TYPE 2 (OXXO) - GIAZING—DETAILS 8 DOOR — HEADER & SILL CONNECTIONS 8A DOOR — HEADER CONNECTION (CONTINUED) 9 ANCHOR INSTALLATION / LAYOUT 10 ANCHOR SCHEDULE 11 STEEL ASSEMBLY COMPONENTS 12 STEEL ASSEMBLY COMPONENTS (CONTINUED) 13 ALUMINUM EXTRUSIONS COMPONENTS 14 BILL OF MATERIALS 15 SASH INSTALLATION DETAILS THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 0 2017 TILTECO INC. E. EC O INC. phone ! (305))871-153DD . FVI<m : (W CA ..,non: igbw.ee Lc Lie. . ik iec code J S- 08) 44.61 Amplzr"e i r 1� :i310UC "Pl '3 oon-toying with ft piw-lda gilding Code ;ceptm=t4o! 0 bMIAMI DADE COUNTY FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE Z[ ALUMINUM COMMERCIAL PASS—THRU WINDOWS DRAWN BY LARGE MISSILE IMPACT RESISTANT M.L QUIKSERV CORP. °'DATE DATE 11441 BRITTMORE PARK DRIVE, HOUSTON. TEXAS 77041 17-079 PAOHE 013) am—sw FAX, CM) W—"63 ............. .._ py QUIKSERV COMMERCIAL PASS-THRU WINDOWS LARGE MISSILE IMPACT RESISTANT EXTERIOR ELEVATIONS -FRAME 72" MAX. WIDTH j 11 ii BP-7241 E-IP N.T.S. 72" MAX, FRAME WIDTH T I-- X LD Q LEI W CO < .w LL- 1 BP-7236E-IP N.T.S. MODEL WINDOW TYPE ACTUAL FRAME MAX. DIMENSION MAX. D.L.O. DIMENSIONS GLAZING TYPE (0)15-114"(W) X 30-1/4"(H) "(H) (X)10-518"(W) X 25-314"(H) BP-7241E-IP 1 72"(VV) X 41 (X)10-5/8"(W) X 25.314"(H) (0)15-114"(W) X 30-114"(H) SEEPAGE 7of15 (0)15-1/4"(W) X 25-1/4"(H) BP-7236E-IP 2 72"(Wj X 36"(H) �j X 20.3W'(H) o 203/4"(H) 't�+ 4W'(H) y- e Z @2017 TILTECO INC. � rra �' 9 �=•• .�xa��a••`` I L EGO Inc. , .�ys� `• + •"•••' f . TIWT TESTING do ENGINEERING COMPANY ssss µo 1(st. ste. cos, vlaaNa n,s n, a�,at TONAL r,� .: ( ,-,sao . : ( }f7,_i531 ..... l/ILt�.-,mi. altmsowLmm P.E. SFALAIGNATURVDATE WALTERA.°Tt°LLR'Jr. P.E. FLORIDA Lia 4.4167 -is-e4m pk,v}+ir-:'ge-Nlith-ttbe-Fhmt� Ex nirallon W iDt.3 •0iami l Pmdu4*C ot0 miet PRODUCT REVI^aED as complying with tl,e Fkmid2 Building Code ! Acceptance x% 'D I. E-xviration Dai. BY MIAMI DADE FLORIDA BUILDING cOAE (HIGH VELOCITY HURRICANE ZONE] ALUMINUM COMMERCIAL PASS—THRU WINDOWS DRAWN BY LARGE MISSILE IMPACT RESISTANT M.L QUIKSERV CORP. °'/17/17 DATE PATE 11441 BRITTMORE PARK DRIVE. HOUSTON, TEXAS 77041 17_079 PHM- (713) ON-34M FM („M W-083 DRAWING No em msmx I oue I 11,. V. I MMMO+ o,ae OLD ,a-M u/n/, 3 SHEET 2 OF 15 SEE SHI OF15(1 2 Q� 1 Ld �_ _ L,J LL_ w r.r w• •rrr -. �r � r E7VICILVIYIAL.7GLIIVIr vl>Gvlr N.T.S. 72" MAX. FRAME WIDTH 41 DJ_ M VIDTH $O D.L.O. WIDIR D VIDTH i D,LD. VDITH ci j FI R o A n INTERIOR VIEW N.Ts. WINDOW TYPE 1 (OXXO) BP-7241 E-IP N.T.S. a GI V Y-r V•-ti-+.- - v- -v 72" MAX, FRAME WIDTH X !—d Lj Lj Q CL DL,O. VIDTH DIM. VIA 0, VIDTH s _ © D.LD, VIDTH o J J g R R G , EXTERIOR VIEW(OXXO) BP-724'I E4P GSF ..�/ N.T.S. SEE DETAIL A y * 02017 TILTECO INC. 7s ••' �+ IL �EC�Oi p. •�:+ ••�� TILUT TESTING & ENGINEERING COMI )N ,- 'it1 er+,w. aein sr. 305 V01GgAA CARDEtis F1 +11 sssPhaoe t (3�ja71-15� . Fmc a (3a�a71—t3: EB-0006� 719 n E. SEAL/SIGNATURE/DATE WALTER A TI LR Jr. P.E FLORIDA Lic. # 44167 9 SECTION A -A ORMmE mL` st'm so ekmptyim; w4ib the Vic;' �;~p�fi•� 3�� � .-�$1 �i^./b�Tn ;Qi}UCT REVLSED complying with 'tile FlOdda adigg Code mimfion No 11J� ;iliraaic�Ia � �j f MIAMI DADE COUNTY FLORIDA BUILDING CODE (HIGH YELOCTTY HURRICANE ZONI ALUMINUM COMMERCIAL PASS—THRLI WINDOWS DRAWN BY LARGE MISSILE IMPACT RESISTANT Ml QUIKSERV CORP. °'�"E" DATE 114-41 BRTTTMORE PARK DRTVE-, HDUSTON, TEXAS 77041 9 7-079 MOW: (M) VV-3W FNQ (7/3) M-VN DRAWING No mmm7m 1 IV N. VEMMM WC MD 15-M3 _ __JO7/17/14 a , SHEET 3 OF 15 . V- EC SHEET 8 15 SEE SHEET 7 20 1 of 15 (fi, } 26 I ® 4 W 1/3 Li 19 d Q fit 59. � •� DETAIL A (CORNER SILL) fi0 N.T.S. . n EXTERIOR 2 VERTICAL SECTION VIEW N.T.S. I T I I 12 � � I � I J 46 � 51 61 DETAIL B (CORNER HEAD) N.T.S. ;,o''ok A. Tl(t j'6P ...:.....,,, 72 EN . SEE DETAIL B 72" MAX, FRAME WIDTH D.LD. VJDTH ' UZI WWIH O VMN O i = O F ry U". VMTH A q a 00 A 3 INTERIOR VIEW U N.T.S. WINDOW TYPE 1 (OXXO) (CONTINUED) SEE DETAIL A * 2017 TILTECO INC. E C O tmc. �••• : ,� TILLIT TESTING 8t ENGINEERING COMI • #� 6.M M.N. 3!u S!. 5 j. 3G5. IIIMMN GiRpE FL tm...: (305�a'+-1= . Fax( 13o5)s�t-ys: r..wil/PY' 0.-1rdt fibeOcaLmm P.E. SFAL/SIGNATURE/DATE b PP,ODUCT REVTSF-D rRf?DUi' ARREVIAM as cJG-PTying l?""3 tre Fkcr-Ida BuiWitg Code as es T33�r'ati Earth td=e lMdna + ;��tanca No !1 s=,±:S'n� `v v Ex�i.ati°n Dat . - By MIAMI DADE COUNTY FLORIDA BUILDING CODE {HIGH VELOCITY HURRICANE ZONE ALUMINUM COMMERCIAL PASS—THRU WINDOWS DRAWN BY LARGE MISSILE IMPACT RESISTANT M.L QUIKSERV CORP. °'DA E" DATE 11441 BRTTTMORE PARK DRIVE. HOUSTON• TEXAS n041 17-079 MO` (713) 837-3437 M- (713) 07- 785 DRAWING No sr r. WwAmm VAm ay. M. 0eaerneM DAN f OLD 15-015 07/17H s SHEET 4 OF 15 s 4 SEE SHI OF15(1 a Lj l Q w li. �--� HORIZONTAL SECTION VIEW •-----•.__.. _. ,_ N.T.S. 72" MAX. FRAME WIDTH ALD, WIDTH D.L.0. Vun H D WIDTH O O � O = ® s D.L0. WIDTH P S INTERIOR VIEW N.T.S. WINDOW TYPE 2 (OXXO) BP-7236E-IP N.T.S. 0 IA 72" MAX. FRAME WIDTH X� - Q W M� cW I L Q L.L._ 1� — LIZ. WIDTH ILLQ WIDR-EL WIDTH ®t37 Y ® D,Ln WIDTH d d —1 A , 4 d FI EXTERIOR VIEW (OXXO) BP-7236E-IP +�epN��T{•o������� N.T.S. SEE DETAIL A 02017 TILTECO INC. S _ IL E w �► '•�'�..�� • :t�� ��• TILLlT TESTING do ENGINEERING COMA 5555 N.W. 381h SI. SEt. 305. HRGBM OIJtOQ FZ (35s157t-ts3D(3os)5-n-1a; EB-0006719 . SECTION A A 45 A9s3^.0;f6C3tj t°-lFCi6 the Ir 11 c l•✓irze+ata' nx2o ibris:0.u�.ff!e.-. ' . :0131JC 1T REVtSs;© :ompl}zng with the Ro ida d1dirg Cade :ceptDnc e No at ni:atl�n Date ( MIAMI DADE COUNTY FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ALUMINUM COMMERCIAL PASS-THRU WINDOWS mwN BY LARGE MISSILE IMPACT RESISTANT M.L QUIKSERV CORP. °'DATE DATE 11441 BRIITMORE PARK DRIVE. HOUSTON, TEXAS 77041 17-079 PmO m (713) 07-3W FAX pig 07—WM DRAWING No omwm I MW I RAY. Ito I UMW= I DATE OLD 15-513 07/17/1 a 1 SMELT 5 OF 15 4 SHEET 8 15 SEE SHEET 7 DF 15 61 26 LO 61 Q 7 � DETAIL A (CORNER SILL) 59 N.T.S. 60 n W, EXTERIOR C11 VERTICAL SECTION VIEW 20) (1 19 1s 7 � I � I J 46 / 61 � 61 � +#111f��d A �i DETAIL B (CORNER HEAD) ++++y1Q',••'�CEN$�' . N.T.S. SEE DETAIL B 7 2" MAX. FRAME WIDTH ➢Le WIDTH ULU. Wl# I D Q WIDTH 5 O O 4 O = Os O DALE, WIDTH A 00 0 .. n INTERIOR VIEW � WINDOW TYPE 2 (OXXO (CONTINUED) SEE DETAIL A * % 0 2017 TILTECO INC. Ri�O ""� a''flLIECO�N�. ,.. �,,, TESTING 3 TTIGINEERING CON h� �� . A 71L1 A Ltc. R(.-,I?'UCT REVISED ' gum €dENFvfm as complying with the FI%Wu wah tk FIe Building Code • lqg C'ac Acceptance Ida �s�s ee Ps7� 18�081 1 ��p. n T3ZU i4ialTti Froduck '+ D7A.t9E!'C®Rrnn MIAMI DADE COUNTY FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ALUMINUM COMMERCIAL PASS—THRU WINDOWS DRAWN BY LARGE MISSILE IMPACT RESISTANT M.L Q/17 CORP. 07�" DATE 11441 BRIT IMORE PARK DRIVE, HOUSTON. TEXAS. -n041 17-079 PHONE CM) 9V-US? M (713) 037-085 DRAWING No me tl• mscarton o4D ew. w D1 ID 1iC t °� to eta P7�17�� SHEET 6 OF 15 n INTERIOR VIEW � WINDOW TYPE 2 (OXXO (CONTINUED) SEE DETAIL A * % 0 2017 TILTECO INC. Ri�O ""� a''flLIECO�N�. ,.. �,,, TESTING 3 TTIGINEERING CON h� �� . A 71L1 A Ltc. R(.-,I?'UCT REVISED ' gum €dENFvfm as complying with the FI%Wu wah tk FIe Building Code • lqg C'ac Acceptance Ida �s�s ee Ps7� 18�081 1 ��p. n T3ZU i4ialTti Froduck '+ D7A.t9E!'C®Rrnn MIAMI DADE COUNTY FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ALUMINUM COMMERCIAL PASS—THRU WINDOWS DRAWN BY LARGE MISSILE IMPACT RESISTANT M.L Q/17 CORP. 07�" DATE 11441 BRIT IMORE PARK DRIVE, HOUSTON. TEXAS. -n041 17-079 PHONE CM) 9V-US? M (713) 037-085 DRAWING No me tl• mscarton o4D ew. w D1 ID 1iC t °� to eta P7�17�� SHEET 6 OF 15 SEE SHEET 15 OF 5515 FOR SPACING & LOCATION, MIN. 4 PER SIDE . CANTILEVER OF 0.422' EXTERIOR SIDE 1COTHERM PIB29 POLYISOBUTYLENE BASED SEALANT W/ 3.5mm x 6.5mm ALUM, SPACER, 6063-T5 ALUM, ALLOY -TEMPER, ;TYP, ALL AROUND) MIN, 0,778' OVERALL GLASS THICKNESS. 3/16' CLEAR HS '4' AIR SPACE 1/8' CLEAR HS 90CL Q12V KURARAY AMERICA, INC. PVB WfERLAYER 1/8' CLEAR HS #10 X 1 1/2'S.M.S (SEE SHEET 15 34 24 FOR SPACING & 4 MIN. 19/32' GLASS BITE LOCATION, MIN. 3 PER SIDE) DOOR DETAIL W ACOTHERM PIB29 POL 6.5mm x 6.5mm ALUM. (TYP. ALL AROUND) #10 X 1 1/2'S,M,S v (SEE SHEET 15 FOR SPACING & LOCATION, MIN, 3 PER SIDE) SEE SHEET 15 OF 15 FOR SPACING & LOCATION, MIN. 4 PER SIDE ACOTHERM PIB29 POLYISEIBUTYLENE BASED SEALANT W/ 6.5mm x 6.5mm ALUM. SPACER, 6063-T5 ALUM, ALLOY -TEMPER, (TYP. ALL AROUND) EXTERIOR SIDE 33 23 34 O or 26 3/16' CLEAR HS 1/4' AIR SPACE 1/8' CLEAR HS 90CL 4 CAW KU2ARAY AMERICA, INC. #10 X 1 1/21S.M,S PVB INTERLAYER (SEE SHEET 15 FOR 33 SPACING & LOCATION, 1/8' CLEAR HS 34 MIN, 3 PER SIDE) MIN, 0,779' OVERALL 34 35 GLASS THICKNESS. MIN.1/2' GLASS BITE SIDELITE JAMB DETAIL (o) ..ENE BASED SEALANT W/ 6063-T5 ALUM. ALLOY -TEMPER. EXTERIt]R SIDE -1/4' AIR SAPACE 1/8' CLEAR HS 90CL 0,120' KURARAY AMERICA, INC. PVB INTERLAYER CLEAR HS 0.778' OVERALL S THICKNESS. MIN. 1/2' GLASS BITE #s =,14ah the Flarub ,CDUCT Wit ISED complying with She Flmida uidirg Code r.eptance.• No f -0 10' mira,wn Late agrif MULLIONI '� ' :.,JAMBS 0 h�1em �; ObM • ENs •k .1 '•• �� FLORIDA BUILDING CODE (HIGH VELOCr1Y HURRICANE ZONE] • w —90—.44 IV f 02D17 TILTECO INC. ALUMINUM COMMERCIAL PASS—THRU WINDOWS DRAWN BY w % % LARGE MISSILE IMPACT RESISTANT M.L 07/17/17 ��.� � � �- � i L E C 0�-r - QUIKSERV CORP. DATE 11441 BRtTTMORE PARK DRIVE, �+ �.��� ,�.• TILUT TESTING g ENGINEERING COMPANY HOUSTON, TEXAS 77041 S ia{A IM K.W.. S� s� 5, ,, Fl. u,� 17-079 `•�i \ PRon• : (305)675-153a - F� : (305)871-1331 DHOW- (713) 837--31V FAX (713) 037-Q769 DRAWING NO v �rmEB-000006�7�19� mv. No Xamemax DOM u1: bb ormnrrtoM PXFE /SIGNATURE/DATE WAITER A TILUT Jr. P.E.SF1> SHEET 7 OF 15 otD. is o1s 07/17/17 s F PJDA Ua 44a167 : MUM SMAR f1/M/1 A MODEL BP-7241 E-IP WINDOW TYPE 1, HEADER. MODEL BP-7236E-IP WINDOW TYPE 2, HEADER. EXTERIOR Inter Wail DOOR - HEADER CONNECTIONS N.T.S. EN 46 14o.44167 .k 02017 TILTECO INC. 0¢"A p_ •••• c o INC. .. ••�,i,,.. �Ph PrY TILLIT TESTING A: ENGINEERING COMI 6M N.W. 3ath St.. Sta 30%3o MROI k GARCM FL � one : — o—moa: 4�FecvOaeLeom P.E. SEAL/SIGNATURE/DATE WAMER A°TILUT1JJr. ?.I- FLORIDA Uc. - /f 44167 m eermi: ng with the Ftsr:ft ct;iy; G �stsc p A PRO -DUCT RHVISEE) as complying with tTf,+e Fk4*48 Building Code Acceptanco No ,fation date By -MIAMI DADE COUNTY FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ALUMINUM COMMERCIAL PASS-THRU WINDOWS DRAWN BY LARGE MISSILE IMPACT RESISTANT M.L QUIKSERV CORP. °'� E DATE 11441 BRI1lMORE PARK DRIVE, HOUSTON. TEXAS 77041 1 7_079 PHOW, (713) 837-3137 FAIL (713) 037-095 DRAWING No ommr um my fa a wn" ban mn 15-013 107/17/11 a SHEET 8 OF 15 4 Y 4'ZO i (TYP.) QTY 2 IV, I (TYP.) QTY 2 42 I LLE I (TYP.) QTY 8 44 im rol 0 IUD MODEL BP-7241 E-IP TYPE 1 WINDOW, HEADER MODEL BP-7236E-IP TYPE 2 WINDOW, HEADER Gam 6m (TYP.) QTY 4 61 745 (TYP.) QTY 9 —� 4 J NOTES: A-13 ACCESS COVER CONNECTS TO B-@ ACCESS COVER BRACKET WITH QTY OF 9 TRIM HEAD 10132 X 314 SCREWS. BU CESS COVER BRACKET CONNECTS TOHEADER WITH CITY OF©HEX SCREW #8 X 112" IROMC.T PX44EWM SEARING SASH SLIDERAIL QTY OF 2) m y.6mtsly ng wkh the iFlovik TO C HEADERWITH QTY 120E RsWing Cel.,s^ 1p�nRl-A E-©2 DOOR BRACKET QTY(2) CONNECTS TO 29+�j BALLBEARING SASH SLIDERAIL QTY(2) WITH G QTY 8 OF 4oHEX HEAD 10132 X 318" SCREWS (TYP.) QTY 2 29 46 (TYP.) QTY 12 0 0 0 o q o 0 0 0 0 0 0 0 0 DOOR - HEADER CONNECTIONS CONTINUED L _ _ _ — INTERIOR ELEVATION j'®� fotIPI1O.OHrrsii� .. too l . TtLl P L625 t3.25� 325 `GEN' •? N ` � m E P.E. Sfa-/SIGNATURE/DATE comT,}ying with dw Flcd&d iilding ode pirat.tit40n No Da giFELI N.T.S. `-,' I DADE COUNTY FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 02017 TILTECO INC. ALUMINUM COMMERCIAL PASS—THRU WINDOWS LARGE MISSILE IMPACT RESISTANT DRAWN BY M•L =lLCO QUIKSERV CORP. °'�17E °� INC. 114H PARK TILUT TESTING & ENGINEERING COMPANY N.W. 3�h sY- se. 30b wasuaat CANDELA^, R. 3310a PAniln : (3n6rr�71—f310-1331 n—ma'F ub.-G. Loexn ES-0006719 WALTM A. 11LLIT Jr. P.E. FLORIDA -IJ y 41167 41 HousroN> TEXAS 77041 STON, TEBPJTTMORXAS PAM (713) &W-3W MU pta) as)—M 17-079 DRAWING No , xo ncmlenrott tote 1ta. we OFSCWPiWN t tan ta-otb tn/t3/ a SHEET SA OF 15 : • y4" MAX. SHIM y" MAX. SHIM POURED CONCRETE OR CONCRETE BLOCK WALL MIN, EMBEDMENT SEE NOTE 8/1 SEE ANCHOR s SCHEDULE ON SHEET 10 � MIN, E.D. SEE NOTE 8/1 1/8" 6063-T5 ALUM. ALLOY OR 18 GAGE MIN. WALL THICKNESS, STEEL (ASTM A-600, A-663 OR A-36) MIN. EMBEDMENT SEE NOTE 8/1 = SEE ANCHOR SCHEDULE ON SHEET 10 MIN. ED. 8j, y4" MAX. SHIM SPACF—\ 35 � y (2) 2"x6" MIN. P.T. WOOD BUCKS READ. MIN, E,D, J} SEE NOTE 8/1 23 9 34 4SCHEDULE EEANCHOR ON SHEET 10 N.T.S. —L L3 n W CU rn W W m:r� VJ L-- W W v A� Q 2:t� x y a ANCHOR INSTALLATION AND LAYOUT MAX. FRAME WIDTH (SEE SHEET 2) � 5tc P.E. SEAVSIGNATURE/DATE . v A TYPICAL FRAME ELEVATION N.T.S. 1 0ET' 13�iPd�x 1tt;'JUC. I7EVIS os . ,th the F99W, as complying with the Flor a Building Cade IS" c MAXIMUM SPACING ` =� rtiv� uo •0,614. �1 ecep[et1c, AFo 3 1.© SEE SHEET 10. r3.3 ^2sx xpirtltion Date 1$ .13v y ii2n1" Qade Prcxitici t"C wL ,ram 2`ri:3i MIAMI DADE COUNTY FLORIDA BUILDING CODE (HIGH YELoCtTY HURRICANE ZONE) a 02017 TILTECO INC. ALUMINUM COMMERCIAL PASS-THRU WINDOWS DRAWN BY LARGE MISSILE IMPACT RESISTANT M.L QUIKSERV CORP. °'/"/" IL EG O �Nc. DATE TILUT TESTINO A ENGINEERING COMPANY 114H1 STON,BRruTEXAS PARK 41 MS N.W. 3Rb. St. Ste, 305. NRWA GNMEM M. 33186 HOU5TON. TEXAS 77041 1 7-079 phone : (30QM-100 . Fex s (3os)71-1631 ploM (713) 037-3M PAX' V13) 937-OW rma0: atecnoed.oem tus. Nv aFniftllRgtl oN1E tNx. Nu OERJRow tw£ DRAWING No ES-0006719 WALTER A TILUT Jr. A.E. t ow 16-016 07/17 1 3 SHEET 8 OF 15 FLORIDA U. 44167 2 4 0 ANCHOR SCHEDULE MAXIMUM ANCHOR SPACING "S" SCHEDULE AT JAMB MAX A.S.D. DESIGN LOAD SUBSTRATE ANCHOR TYPE MAX SPACING (PSF) NEGATIVE - LOAD POURED CONCRETE 1/4"o 17W BUILDEX 10" (SEE NOTE 8AM TAPCON ANCHORS CONCRETE BLOCK 114"o ITW BUILDEX 10" (SEE NOTE 81311) TAPCON ANCHORS ALUMINUM MEMBER 1/4"o 1TW BUILDEXTEK 10" 50 OR LESS (SEE NOTE 8DI1) SCREWS STEEL MEMBER 1/4"o ITW BUILDEXTEK 1V, (SEE NOTE BE/1) SCREWS WOOD 114"o WOOD SCREWS 101, (SEE NOTE 8C/1) (NDS) POURED CONCRETE 1/4" o ITW BUILDEX 7 112" (SEE NOTE 8A/1 TAPCON ANCHORS CONCRETE BLOCK 114"o ITW BUILDEX 7 1/2° (SEE NOTE BB/I) TAPCON ANCHORS I ALUMINUM MEMBER 1/4"o ITW BUIL�EXTEK 10" > 50 TO 70 (SEE NOTE BD/1) SCREWS STEEL MEMBER 1/4"o ITW BUILDEXTEK 101, (SEE NOTE BE/1) SCREWS WOOD 114"o WOOD SCREWS 9„ (SEE NOTE 8C/1) (NDS) POURED CONCRETE 1/4"o ITW BUILDEX 6 1/2" (SEE NOTE 8A11 TAPCON ANCHORS CONCRETE BLOCK 114"o ITW BUILDEX 61/2" (SEE NOTE 8B/1) TAPCON ANCHORS ALUMINUM MEMBER 1/4"o ITW BUILDEXTEK 91/2" > 70 TO 80 (SEE NOTE BD/1) SCREWS STEEL MEMBER 1/4"o ITW BUILDEXTEK (SEE NOTE BE/1) SCREWS WOOD 1l4" o WOOD SCREWS 71/2" (SEE NOTE 8C/1) (NDS) 7 * 02017 TILTTECO INC. p�gR�l� TILLTT TESTING & ENGINEERING COh $' i " N.V. 3&h. 54 Its. 3m. VlRMIA GrHmEm t 9� Pbm : 00a�1-taa0 . Fax : (M0571-11 ♦s �E'b im 87• .a amm P.E. SEA IGNATi1RE/DATE WALTER A. TILLTT Jr. P.E. .01)UCT REVISM complying with the Florida ilding Code . Vtance Ne) -0 1 •�) Di-atian Bata MIAMI DADE COUNTY FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONI ALUMINUM COMMERCIAL PASS-THRU WINDOWS DRAWN BY LARGE MISSILE IMPACT RESISTANT M.L QUiKSERV CORP. °'DATE DATE 11441 BRITTMORE PARK DRIVE, HOUSTON, TEXAS 77D41 17-079 riam 013) 037 3m fa (713) 937- m DRAWING No out far. lb orn t5-01a 07 17/17 a SHEET I Of 16 5.0000 1 p 0 0,5000 __FRAMING PLATE 14 ga. ASTM A-653, CQ-GRADE 40 G-9D GALVANIZED STEEL QUIKSERV RM# 3981 0.0526 3.362 --P.^i 1.194 k-0— ,,DOOR BRACKET 12 ga. ASTM A-653, CO -GRADE 40 G-90 GALVANIZED STEEL SIZE VARIES STEEL ASSEMBLY { 1.4998 �•— O T 0 1,5000 O 1 92 FRAMING PLATE 14 ga. ASTM A-653, CO -GRADE 40 G-90 GALVANIZED STEEL QUIKSERV RM# 3668 00 O. 00 I 1.4 1 20 FRAMING PLATE 14 ga. ASTM A-653, CQ-GRADE 40 G-90-GALVANIZED_5TEEL QUIKSERV RM# 3T57 COMPONENTS. No. 4067 v S c P.E. SEAL/SIGNATURE/DATE 02017 TILTECO INC. IL EC O 1Nc. TILUT TESTING do ENGINEERING COW &M N.W. 35UL St- Ste. WS. VMM WOM. F1 Fhue.: (30SWI-15E0 . F= : (306)071-15 e— W- utv=DQ* c0m EB-DO06719 WALTER A. TILUT Jr. P.E. Off 36 FRAMING PLATE 14 ga. ASTM A-653, CQ-GRADE 40 G-90 GALVANIZED STEEL QUIKSERV RM# 3668 1909,"'UCT R9l1AL-mrD as e&: lsiila s W-,qh the sstr�� rift %lois u c eh- 9ee,�tt.,.�2w P'dn_ ,0DUCT RF1/ISE D complying with Lhe Florida :ilding.Code =utaoc.^. No p7-m-1— I MIAMI DADE COUNTY FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE ALUMINUM COMMERCIAL PASS-THRU WINDOWS DRAWN BY LARGE MISSILE IMPACT RESISTANT M.L QUIKSERV CORP. °'/"E" DATE 11441 BRRTMORE PARK DRIVE. HOUSTON, TEXAS 77041 17-079 PMWD (71V VV-3W FM (113) W—➢705 DRAWING No o®ot m" I 0RE I nn. hu I omxrm rule ow 15-sts a�/is/1 s SHEET 11 OF 15 7 01.36 48 THUMB TURN HOOKLOCK QUIKSERV PART # 2022 (3) 5B TYP. 1.500 J� 1,500 { 3750 34,000 54 DOOR GUIDE BLOCK HIGH DENSITY POLYETHYLENE 34"(L)X318"(H)X112"A SPECIFIC GRAVITY=0.96-0.97 (PER SAFETY DATA SHEET) MANUFACTURED BY QUADRANT EPP-USA INC, 700 NORTH SOUTH ROAD, SCRANTON, PA 18501 STEEL ASSEMBLY COMPONENTS CONTINUED) 7,000 0,3750 — ►--) �--�-- 0,5625 ��lACCESS COVER 8 ga. 304 Stainless Steel BP-7241 E4P BP-7236-IP QUIKSERV RM# 3986 tf.: •�SCENSF , 4416-7 �f " •o_ ALA 4 P.E. SE'A1;75MATURE 1,1250 1,6250 f -�--- 0,6250 49 DOOR HANDLE 16 ga. 304 Stainless Steel QUIKSERV RM# 3688 ®2017 TILTECO INC. 101E C O INC. TIWT TESTING & ENGINEERING COMPANY 6355 MA Mb. SL St& 305. NR2M GVmFJ15. R. 33158 on. ph: (305)9'71-1630 . FOX : (305)671-1571 ES-0006719 E WALTER A. TIWT Jr P.E FLORIDA Ua $ 44167 :£`rDUCT REMISED wm )iying with the FLadda dilding Cock , x: DW-9Cc r 101? MIAMI DADE COUNTY FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE ALUMINUM COMMERCIAL PASS—THRU WINDOWS DRAWN BY LARGE MISSILE IMPACT RESISTANT M.L QUIKSERV CORP. °'DATE DATE 11441 BRnTMORE PARK DRIVE, HOUSTON. TEXAS 77041 17-079 P3VM- (71.'1) 097-3W AW (113j &V-9M DRAWING No mm"m om mv. N. m5c e m C= to -ma 07/17/1 7 SHEET 12 OF 15 . 4.5000 0,1090 —i' 0:0940 1,7500 �— 0.1090 Oi 1.314" X 4112" RECT. TUBE QUIKSERV RM# 6026 1.000 688 —r--I0.0550 ,P Y T J W23 SASH FACE QUIKS Sr RM# 6061 0.070 — .562 .1875 .3125 _"" NA PERIMETER SEAL J .07 ALUMINUM WITH NEOPRENE 1.7500 7 0.0940 1,7500 �21 1-314" SQ TUBE a iKSERV RM# 6049 1,1400 0,0550 1,5900 -•--I 24 SNAP-0N SASH QUIKSE.RV RM9 GD66 I-+-1,7500 0.1250 2.1250 W39 VWDE DOOR EXTRUSION VUSLOT QUIKSERV RM# 6080 ALUMINUM EXTRUSIONS. COMPONENTS. 0.422 2.1250 0,170 7 1.7500 0.1250 WIDE DOOR EXTRUSION QUIKSERV RM# 6078 J 0,0550 7400 110000 TYP. FF.260 1.5000---•-i--f 4 35 SCREW APPLIED SASH QUIKSERV RM# 60R2 r50 0 0 o 0 too, '••. J. kriENS�C� 1' 7 SEAL/SIGNATURE/DATE 7 32 7" HEADER QUIKSERV RMS 8170 ® 2017 TILTECO INC. I L E C O um TILLIT TESTING A ENGINEERING COMPANY 355 Phone ct (305)0i1-1A0 , Fmm : (3�?eQif1-1531 rmom mtwe oeoLwm ES-0006719 WALTER A TILLIT Jr. P.E. BASE RODUCTREVISE€? Complying with the F ianda 9=3C'f' RENEU'M oildiag code e = l t ; sviiF the Fisel#Ya �eceptanc "�.25•'_�i 3t �L;t� ��� �T .� iratFLT521� Nami ade P act �b MIAMI DADE COUNTY FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONI ALUMINUM COMMERCIAL PASS—THRU WINDOWS DRAWN BY LARGE MISSILE IMPACT RESISTANT M.L QUIKSERV CORP. 07/17/17 DATE 11441 BRiTIMORE PARK DRIVE, HOUSTON. TEXAS 77041 9 7-079 PWM- (M) 037-M M (713) 037-270 DRAWING No DLSgMFI1DM Dwx ttY. M oFBDtlPlIOM DUE D 1e-Dte m/n/t 3 SHEET 13 OF 18 4 ' P BILL OF MATERIALS COMPONENT # Description 1 3/4" x 4 1/2" Rect, Tube Sheet Metal Screw Quiksery # 6026 5055 Material 6063-T5 Aluminum 304 Stainless Steel SL See drawing pg. 13 - length varies See dwg pg. 15 -10/32 x 1 1/2". For spacing information see sheet 8A of 15 1 4 5 Insulated Laminated Glass n/a 0.120" Interlayer See drawing pg. 7 - size varies 7 All Thread Rod n/a Grade 2 Carbon Steel, Zinc Plated 5/16" Diameter x Length varies 9 Framing Plate 3981 14 ga. ASTM A-653, CQ Grade 40 G-90 Galvanized Steel See drawing pg. 11 12 Framing Plate 3668 14 ga. ASTM A-653, CO Grade 40 G-90 Galvanized Steel See drawing pg. 11 13 Access. Cover'fbr BP 7241E-IP & BP-7236E-IP 3986 18 ga 304 Series Stainless Steel See drawing pg. 12 16 Flat Head Tamper Resistant Machine Screw 5054 304 Stainless Steel 10/32 x 1-1/2 17 Fiat Head Machine Screw 5055 304 Stainless Steel 10/32 x 1-1/2 19 Hex Nut 5301 Zlnc Plated 5/16-18 20 Framing Plate 3757 14 ga. ASTM A-653, CQ Grade 40 G-90 Galvanized Steel See drawing pg. 11 21 1 314" Sq. Tube Mullion 6049 6063-T5 Aluminum See drawing pg. 13 - length varies 22 Wide Door Extrusion Mullion 6078 6063-T5 Aluminum See drawing pg. 13 - length varies 23 Sash Face 6051 6063-T5 Aluminum See drawing pg. 13 - length varies 24 Snap -on Sash 6065 6063-T5 Aluminum See drawing pg. 13- length varies 26 Base 6123 5053-T5 Aluminum See drawing pg. 13 - length varies Hex Bolt 5205 Grade 2 Carbon Steel, Zinc Plated 5/16-18 x 1" 28 29 Ball Bearing Sash Slide Rail 1917 Cold Roll Steel dimensions 1 318"(h) x 32" (1) x 1l2" (d) 30 Weatherstripping 6034 0.270" x 0.320" Pile n/a 32 Header for BP 7241E-1P & BP 7236E-IP 6170 6063-T5 Aluminum See drawing pg. 13 - length varies 33 Glazing Vinyl 6032 n/a n/a 34 Silicone 2100 Structural Silicone Dow Coming 995 35 Screw Applied Sash 6082 6063-T5 Aluminum See drawing pg. 13 - length varies 36 Framing Plate 3668 14 ga. ASTM A-653, CQ Grade 40 G-90 Galvanized Steel See drawing pg. 11 39 Wide Door Extrusion w/ Slot 6080 6063-T5 Aluminum See drawing pg. 13 - length varies 42 Door Bracket n/a 12 ga. ASTM A-653, CO Grade 40,G-90 Galvanized Steel See drawing pg. 11- size varies 44 Trim Head Hex Machine Screw 5008 Grade 2 Carbon Steel, Zinc Plated 10-32 x 3/8". For spacing information see sheet 8A of 15 45 Trim Head Hex Machine Screw 5005 Grade 2 Carbon Steel, Zinc Plated 10-32 x 3/4". For spacing information see sheet 8A of 15 - 46 Access Cover Bracket 3985 20 ga. ASTM A-653, CO Grade 40,G-90 Galvanized Steel See pg. 4, 6 & 8 48 Hook Lock w/ Thumb Turn, Keeper and Face -Plate— —2022— Grade-2-Carbon Steel.Zinc Plated See drawing pg. 12 49 Door Handle 3588 16 ga. 304 Stainless Steel ee-drawing-pg. 12 53 161 NA Perimeter Seal n/a 0.07 Aluminum with Neoprene See drawing pg. 13 - length varies 54. Door Guide Block n/a High Density Polyethylene 34" (L)X3/8" (H)x1/2" (W) See drawing pg. 12 55 Phil Pan Tek Screw 5036 410 Series Stainless Steel #8 x 1/2" (4) per side, fastening 53 to 21 & 22 56 Phil Flat Undercut Screw 5052 304 Series Stainless Steel (3) #10-32 x 1" 59 Flat Washer 5402 Grade 2 Carbon Steel, Zinc Plated 5/16" diameter x 0.100" Thick 60 Lock Washer 5403 Grade 2 Carbon Steel, Zinc Plated 5/16" diameter x 0.083" Thick 61 Tek Screw 6017 Grade 2 Carbon Steel, Zinc Plated #8 x 112". For spacing information see sheet 8A of 15 un_A4167 3 *' 02017 TILTECO INC. NNVMVA� IL I ECC INc. TILLIT TESTING Q ENGINEERING COMI em N.W. 30th. St.. 6b, SOS. YIRmyk n eats � Pham : (303)EIn-f930 . Far: ( )871-W •-M;k ONGODUCUM .E. S EB-0006719 P EAL/SIGNATURE/DATE WALTER A.. TILLIT Jr._ L.E. sffi eAmu: with the gurift :GDUCP RF.VIS-r) complying lvith the No ida dlding Code :rentmee No 17 , MIAMI DADE COUNTY FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE ALUMINUM COMMERCIAL PASS—THRU WINDOWS DRAWN BY LARGE MISSILE IMPACT RESISTANT M.L QUIKSERV CORP. °'� TE'7 11441 BRITTMORE PARK DRIVE, HOUSTON. TEXAS 77041 17-079 "M (713) 07-5137 FAIL• (713) OW-0705 DRAWING No ed. mmma" eArc OtD t6-ote mhT 1 S SHEET 14 OF 15 4 1. { { 3• 3' ! ^' 7-1/2' 5' / (TYPE 1) (TYPE 2) 10 WINDOW WINDOW (TYP.) 53 �/ 56 7-1/2' 5' f (TYPE 1) (TYPE 2) WINDOW WINDOW 3' i i ! 3' I ( 3' 2' OPERA BLE-GGA-SS PANE-L (SEE SHEET 2 FOR DLO'S) APPLICABLE TO THE FOLLOWING WINDOWS: BP-7241E-IP (TYPE 1 WINDOW) BP-7236E-IP (TYPE 2 WINDOW) 7 2 " FRAME WIDTH 3' CL • r, e ti3 m 63on (7yP,) ►• oe TYP.) 55 m (TYP.) SS 3• co .r SASH INSTALLATION DETAILS N.T.S. PRODUCT REV31SED :4~ 'DUCT m at s complying with the Fltwids n e$mpty inn ft% tt-- F ft, uildi-lg Code ?1lleagCek. I l�la tnslcc�t £.S9 two f:0 fattonl}aw )ritat'O:t Dalve By �y Mi Dade PLodact MIAMI DADE COUNTY FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ALUMINUM COMMERCIAL PASS—THRU WINDOWS DRAWN BY LARGE MISSILE IMPACT RESISTANT M,L QUIKSERV CORP. 07/17 DATE 11441 BRITTMORE PARK DRIVE, HOUSTON, TEXAS 77041 j 7-079 MIMM (713) ATT-3= FAlts (7q W-015 maum" am K.16 ia�— me aRAWING No OLD 15-0ta 07/17 1 : SHEET 15 OF 15 4' 4' P.E. SEAL/SIGNATURE/DATE @ 2017 TILTECO INC. IL ECo imp. IT TESTING & ENGINEERING COATI Plane • 1+1630 . fmt 1 1-15 EB—DD06719