Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL aCIS Home Log In User Registration Hot Topics Submit Surcharge Stats a Facts Publications Contact us acts Site Map Unks Search djFinlida a �/" + Product Approval Ij I USER:Public User Product ADbroval Menu>Product or Application Search>Application List>Application Datail ' FL# FL389-119 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Ci Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com I r Authorized Signature Bill Feeley Irodriguez@easternmetal,com Technical Representative Address/Phone/Email I Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. n Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC, DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence-of Product Standards Certified By i i j Product Approval Method Method 1 Option 0 i Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 iDate Approved 12/121201.7 Summary of Products FL 9 Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 4 3-(Non-HVHZ)-Orwg 17.108 and bottom)for storm protection Limits of Use 'Installation Instructions Approved for use In HVHZ:No FU 389 Rg 11 AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BEgTtIA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure.N/A Created by Independent Third Party:Yes Other,Large Missile Level"D".Max span Is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 Re AE AMERiCAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,S'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and W-11"for 62 psf;9'-11"for Created by Independent Third Party: Yes 55 psf HV3 blade w/window blade working In unison.Max.span for HV3 blade w/o,window blade for installations Into Metal Stud walls is 79"for max.ASD pressure rating of-+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Slade Extruded aluminum interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drwg 17.1.07 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No EU89 R9 Ii AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC .DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes 5vSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other.Large missile level"D".Max;Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s,f negative ASO load depending on centermates and locking Evaluation Reports rod configuration for the HVI blade,8'-0"for+64,-72 p.s.f, 171-389 R9 AE AMERICflN SHUTTER SYSTEM ASSOC A.S.D.load for HV blade for Keystone mountings 7-0"p.s.f. INC DRAWING 17-107 PRODUCT OF EVALUATION for metals stud mountings and B'-D"for 110 p,s.f.for HV1A jtEP4RTSM working In unison.See sheets 7,11 and 20 respectively of Created by independent Third Party:Yes Installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FI189 R9 11 AMERiCAN SHUTTER SYSTEMS ASSOC INC. Approved for use outside HVHZ:Yes pRAYJING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes �T QQE Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'�0'.span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FI 389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party:Yes hnci• Q i fnnl c�t Its::2691 MAW Stnnn Mid- Snarl A5n.497-1074 The State or Moda is an M/EEO entpWyor,[mwrrr,ht 7n07.701I 5rnt�of Fret,na.;;Pr:vnr_v s:aremret:;�ceesstcisty Sretcmeat:;fj"Gmrt Srmenrem ! Under riarida taw,email addresses are thtbUc records.If you do na1 want your wirad addfm Weased in M$pdnse to a Dubt+t•retares rtrovest,do not and dettron+c mail to this entily.In;toad,contact the otittia b'J ptsane or ttY tradltlarat matt if you have 850.487,i395.•Crucsuent to Sects"'455.275(1), Frurida Statutes,dlicctsva Cczobcr 1,2012,hcamer:s licensed urtdct Chapter 455,f-;S:mvst provide the Department with an email address if they h e.have on T:;e amdds provided may W.use d faroifitial mmmui—womn with the itmnsee.however email addresses ace public mcarc.If you de rotwish to svopit'a Personal address,plea= provide the Deportment with an email addresy wbich can be ma4a avallable to the pubite.To,r4ttirmine if you arc a txeraae under Chapter 45S,F.S.,please click mere. Product Approval Acccptst dr�1# f i ���1 5 s0• _ 3.5 1 1�2" QO + I 2� OR 0 Q oR OCR�+ Oa3®aR 10 +13 OR L O --- _ � � HVB 10 + 15aRQ+ 13Q41�7 +QoR HVA Qa . O+a + 17aRO+O+ 1g �! _ _ _ _ 10 + EX[STING s + 18 and+®aR®+Q oR I { SYMMETRICAL — GLAss +@ * f N + s 8 as 1 S + 3 aR 9 + 5 GLASS c CENTERMATES . 6 15 + — class FAN. SPA TION OR +® * Wf HV LOCK 26 PTIONAL (INTERIOR) t ®+ TO GLASS 5 3 (SEE SCHEDULE LLN OPTIONAL ON SHEET 11) (INTERIOR) so 3 00. * L* (EXTERIOR} HVD ouT 35 HVE ��yiB�dJa®Brte�eap$a�� .!' A A. so 02017 TILTECO, INC. 0 •. L ems , 11LIECO .N�. A TILLIT TESTING & ENGINEERING COMPANY Amer ZncmN • Rid 6355 N.W. 35th. St.; Ste. 305, MRGINIA GARDENS, FLOROA 3316 4 -.,•• �• 1 Phone : (305)871-1530 . Fax : (305)871-1531 �s� .I e—mail: tiltecoOaol.com West ES-0006719 WALTER A. TILLIT Jr. P.E. "ss8 grCfldgf P.E. SEAL/'SIGNATURE/DATE FLORIDA Lic. aa1s7 AN"RE sr/(2) 1/4•a TAPCGN 5/9" `RV � J1%CHORS TO CO\CRETE I (TOP/BOTEOU} & ----------"----------------------------'--�"-'------ (a3f31ox1/Y S.nts.To TUEE g1or3/4•S.M.S. 0 1z" AT FACH_ANGLE._t1YP}. _ �. _ O.C._FULL LEI�GE{T. _ __ _ _-.__---_ _ -- _ �K__----- ----- - - -- ------ ( (N (4) H.V. m - 30 HV ,+T" PINS (TY 5 ;l 37 LOCK (INSIDE) FO l - --- - -1----- -------------- - OHM ---�--- ® 5 1 28 � : 2s 1 S/a• z e 5/8 G 35 35 OUT 31 OR 32 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 SEE NOTE 6 FOR W1 LOCK@) W/ 7/8"0 x 3/32" WINGNUT. -T" LOCK, ON SHEET 5. �0 HV "T" LOCK (OUTSIDE) 26 5YMMETRICA HVc* W * '+' SERIES 9444 ALUMtNU64 (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART 9 0820. AS MANUFACTURED BY AVOEL CHERRY TEXTORN, PA,4SIPPE14Y. NEW JERSEY 07054 OR EQUAL ---- ------------- - -------' Or 1 , HDD—HVD** FLOATING STACK �dddidOBfedpp�9 9,lD' tfk A, {. a 02017 ,TILTECO, INC. o /11LIECO ..�. A 1 TILLIT TESTING & ENGINEERING COMPANY Amer ••. �+ ••,+� LQ4 5355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 $ Phone : (305)871-1530 . Fox : (305)871-1531 4. J� �9$y9y e-mail: tilteco@aol.com West dy EB-0006719 s„vmQ?feA��Q! WALTER A. TILLIT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. 44167 kty ffv✓vJ.vi—vo iia rtK AzMA t-TddU ANU t-1995 (MISSILE LEVEL D, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND # 0725.01-88 AS PER TAS 202 PRO 2. HV BLADE d AND HV WINDOW BLADE (a ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 -- ---- -- ---- --- - - --- - ----- - - ------ 3. BERTHA H_V. ACCORDION PINS (HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2.75" AND #14x1,75" RESPECTIVELY, 410-HT I STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUM[NUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063—T6 ALLOY IS 30.0 ksi AND 6005—T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 24-11.3.3.4. 6. BOLTS TO BE ASPA A-307 GALVANIZED STEEL, OR AISI 304. OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q : 12,13.14.15 AND 20 HV BLADE Q & Q WORKING IN UNISON: 12, 13 & 15 B. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT #5'458,179 IS METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTO ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLC CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURI PERMIT IS APPLIED TO. 13. (a) THIS P.E.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.E. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.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 WF RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E-D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC REVIEW, (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 8�9ie���e �..••.• f `Q®a @2017 TILTECO, INC. ZIILIECO-INC. A Amer TILLIT TESTING do ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305. VIRGINIA GARDENS, FLORIDA 3316 4 onRwt :. • . e Phone : (305)871-1530 . Fox : (305)871-1531 •{{•3�..� .... 6 e-mail: tilteco@aol.com West =.,s&1� ... 10�M 069, WALTER6.OTILUT1Jr. P.E. nax FLORIDA Lic. # 44167 L.P.E. QS 'Sf@NATURE/DATE 2.092" ------ ----- - - - -__---_-_=__-_-- ----- - -�--HV-ADJ.---ADAPTER--W f LIP-- --- -- o.a72" I o.072" 3.226" QUALIFIED FOR USE W/ HV 8 HV WALK—OVER TRACK HV ADJ. FLOOR TRACK BLADED QUALIFIED FOR USE W/ HV t 6063—T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV 6063—T6 ALLOY A D TEMPER BLADE D VARIES 1.936" 6063—T6 ALLOY AND TEMPER N o 1" 1.915" Mox. 1.917" o . 083" 083" m 7 �083" °6p I -083" .093" 093" mill co .100" 1 0 t: rn 060" n m 060" N t N 060" o n 670 e I ! .060" WL_ 670 1 s86" m?o C 670 " 3-520" 0 3.520 3.529" 11 HV CEILING HEADER 1� HV HEAD/ER�SILL 13 HD CEILING HEADER f SILL Q ALIFIED FOR USE W/ HV BLADEOONLY, QUALIFIED 0633RTUSE S LLOY AND BTEMPEROONLY QUALIFIED FOR USE W/ HV BLADE 1O 14 SEE SECTIONS FOR VALIDITY. SEE SECTIONS FOR VALIDITY. 6063—T6 ALLOY AND TEMPER 6063—T6 ALLOY AND TEMPER X T1 COMPONENT A B T1 T2 �- MIL X N7h1 Y MIN. t I ," 1" 0,062- < 17 2" 5" MAX 1/8^ 1/8" t i 18 2" 5" MAX. 0.192" 0.192" X 16 SIDE ANGLES a 1`` ZO CORNE QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2,5" 7" MAX. 0'�s0" (o'1s0" QUALIFIED FO BLADE 10 QUALIFIED FOR USE W/ HV BLA 6063—T6 ALLOY AND TEMPER BLADE @ ONLY. SA TT 5" MAX_ 0.139" 10.131" 6063—T6 ALLOY 6063—T6 ALLOY AND TEMPER coc®g�.,•a8 �QIt$BQQ1D��ti' ,1a k s 02017 TILTECO, INC. b° 11LIECOINC. A rv �� TILLIT TESTING & ENGINEERING COMPANY Amer TE OF r 6355 NAY. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 Phone (305)871-1530 . Fax : (305)871-1.531 4 m •. ORION.,`*� Ltd e—mail: t0 ®aol.com West p��� •••"•• .. 4et EB-0006006719 wALTE FLORIDA Lic# 44167 P.E®"SEA( � lA `U E�DATE FI.InU .922- _ 4.045" • 2.079" 1.753" o � _ h o H N �' 06>" o N 1 I b, tS O co O1 PLAN " FRONT ELEVATION HV MALE "T" LOCK CENTERMATE 4.566" 27 LOCKER TOR FOR "T" LOCK CENTERMATE QUALIFIED FOR, USE W/ HV BLADE ONLY HV FEMALE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE1ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE MONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' 1.917 1.917" rz 3.161 to - 0 3" 112- �-' � o .432 I to .432 1.030 J-063 -7062!- I _� " co u1!- co N t0) M "a N- 3i HD CENTERMATE W NO LOCKING ROD 3 HD CENTERMATE W LOCKING ROD 40 QUALIFIED FOR USE W/ HV BLADE 1 & to QUALIFIED FOR USE VI/ HV BLADE 1 & to 6063—T6 ALLOY AND TEMPER �3 HD CENTERMATE'S INSERT VARIES, 12" MIN. 6063—T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADED& l A 1/4_ 0-20 S.S. OR 3/6"6-16 ( 1.130" 6063-T6 ALLOY AND TEMPER ACETAL THUMBSCREVIS. 1 f1/2" (SEE DEIAI S) t 15' iv c ® LOCKING RODA 111/4-0 QUALIFIED FOR USE W/ HV BLADE "0 �- 375"m304 6063—T6 ALLOY AND TEMPER � HV 3L8 —16 ACETAL VERIES HV 1 f4" THUM SC WS33DINSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS S.S. THUMBSCREWS DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR vy HV BLADE Q QUALIFIED FOR USE W/ HV BLADE 1� ,Bib�O$4t � 02017 TILTECO, INC. R as a• °`'C!�" P . � TILIECODI N�. A • b • Amer- TILLIT TESTING & ENGINEERING COMPANY 6 u ST 1 I� 49 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 . 1 t t: OF Afts, Q�' Phone : (305)871-1530 . Fox : (305)871-1531 4 % J6' p 4 e—mail: tilteco®aoi.com West �y��° ''• ®Y7I��•°• ,�� EB-0006719 WALTER A. TILLIT Jr. P.E. P.E. SE il� t [dA REXDATE FLORIDA Lic. # 44167 0.138"0 ASI 302 SERIES S.S. RIVETS .315"0 SEF BE E @ HV 1 3/4" ACCORDION PIN W/ #8 HEAD -EXTERIOR -- - -- - OP L J C, T @ HV 2 3/4" ACCORDION PIN W/ #8 HEAD 4 .47 POLYCARBONATE IMPACT RESISTANT HV WIND W 38) @OR or @ (SEE NOTE FOR REQUIREMENTS) (D OR (g 14V PIN- REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR HV 10 HV-R (TD O'r 0 to CL C) w (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR c�in x 38 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV OR EXTERIOR HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY N.T.S. HV PIN 42 OR 43 AT ME TERIOR (2) HV PIN (9 MAY BE USED IN LIEU OF AND ONLY AT EX BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.324- (SEE NOT * FOR BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. .0*48- REQUIREMENTS) p Typ. j 'T (3) HV PIN @ OR W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT N.T.S. N.T.S. d) HV BLADE SOLID & !a HV WINDOW BLADE DETAILS N.T.S. A.- Tit 92017 TILTECO, INC. -LIE FO INC. A Amer TILLIT TESTING & ENGINEERING COMPANY 6355 lq.%7. 36th. St., Ste. 305, MRGINIA GARDENS, FLORIDA 33166 41" Phone - (305)871-1530 . Fox : '(305)871-1531 10 gilt e—mail: tilteco@aol.com West �9 —EB WALTER A.0006719 TILLrr Jr. P.E....... FLORIDA Lic. 2r 44167 P.E. SEAL/SIGNATURE/DATE V � �. u� uoGv it vGJIICGU I V MAY ALSO BE USED AT E _ 4. MANDATORY C9NDIT10N W N= AND INSTALLATIONS AT ANY uj ATTACHED TO @ CORNER =moo HDC-14VC AT TOP & BOTTOM SHALL �^ �� MAXIMUM SHUTTER SPAN S z o a7d soo�c'�i ��`,ZX wmlm >% oc� 5. O MFDZ_o 'P ONE ALTERNATE F �S.- 11 9'� INSTALLATIONS AT ANY ELE\ H 4 DQ Hvp_ I S 3>` Ina / /OF 1 4"4-20x3 4 S.S. TE �o� HDD-HVD In � O z© � p o o RIVNUT AS SHOWN ON SEC" \LL^�� N VG NO`vOOrSf V \LL3 LOCKS AT 1/3 OF SHUTTEF ® 6. MANDATORY CONDITION I USED AT 1/2 OF SHUTTER i TO 96", AND FOR INSTALLAT SEE END ' OUTSIDE LOCK, ATTACHED TC M.S. LOCATION OF LOCK SHf CONNECTION OR (33 TOP AND BOTTOM IS DETAILS ON D F E H 1 J K L M P 0 R V 1Y X SHEETS 10 & 18 TYP. FULL It HEIGHT. 1 OF CORNER *NOTES ON HV "T j UNLIMITED WIDTH 1 ` 1. SECOND ALTERNATE TO P OR(�oR©+ o 0 10 33 CENTERMATE I ; ONE ALTERNATE HV "T � �4 7 OR $ OR + oR I STALlATION AT ANY ELEVA 15O OF LOCK g INCLUDES USII OR 10 + aR 1 + oR 1 + 1 CONNECTED TO CENTERMATE 77 @ O O WINGNUT OR W/ 1/4"0-20. 6 + + 1 7°R 6 + 7 + 18 02 MAXIMUM ABOVE AND BELOVI +@ORll_�J+ 18OR®+ 17 OR ®+ 18 °R �g�+(3)°R 19 +0°R�+ *NOTES ON HD L( TYPICAL M HV BLADE SHUTTER ELEVATION HV LOCKS 2� OR 4 FOR AN N.T.S. AS AN INSIDE OR OUTSIDE LC REINFORCEMENT INSERT 33 A� MIDSPAN OR 12" MAXIMUM BE ����®B96AA�pBs� F� a ©2017 TILTECO, INC. IILIECO .71�N. A -e� OE t• TILLIT TESTING & ENGINEERING COMPANY Amer • •: �� 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 4a Phone : (305)871-1530 . Fox : (305)871-1531 4. e-mail: tilteco@aol.com West 701V 9L .��` 1s4i WALTER A.000671 TILLLIT Jr. P.E. P.E. SEAL,S1�(=I`A`TURE/DATE FLORIDA Lic. 1s7 'a�� Isis I I UK 1�1' i iwi EXISTING UAD-ZSc!)& IL ° i MIN. SEPARATION TO GLASS GLASS---, r I I I (SEE SCHEDULE ON SHEET 11)—ilti - - -------- - -- --- - - --- - --- ------- - - ---------- -- - - - -- EXISTING - - AO HY WALL HEADER INSTALLATION B� HV WALL HEADER INSTALLATION + KEYSTONE EXISTING GLASS---r hrm SEPAPATION. i i i i A��♦ I l i I l i j E I TO GLASS(SEE I I ( 1 1 1 j OR l� 1 MIN. SEPARATION TO GLASS Sa4MULE a`r sl-r-.ter i f i i I i i~(SEE SCHEDULE ON SHEET 11) i I r 11 FOR MADE QANO 1 1 I ,I 4 ll I f I Ott Si1::EF 19 FOR 1 ! I I I I 1 DES©&® i I i 1t i EXISTING 1 I F I r l GLASS---, ' I 1 1/4" Max. L OPTIONAL li it li its E. D. i! / ! I r 1 t ' li , / I 1 I 1 I j ! � I N 1 1 I r 1 r/. r! 1 E: / OR j 5 cy -�--- 12 OR 4O i t' ='r---=-- 1/4"O-2Ox3/4" S.S. LQ EQ PHILLIPS TRUSS HEAD OOR $ MACHINE SCREWS USING L r l CONCRETE ANCHORS r' / i j� 1" 1/4"-20 NUTS 0 12" O.C. (SEE SCHEDULE ON SHEET 13) ! / i'i "` btiin. 0 POURED CONCRETE f`l / .! / r R OR CONCRETE BLOCK t— CONCRETE ANCHORS WALL REQUIRED M BY WALL SILL INSTALLATION (SEE SCHEDULE ON POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O BY WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: I N Sl 1- SEE SHEET 4 FOR TYPICAL SHUTTER E. D. = EDGE DISTANCE ASSEMBLY ♦ SEE LIMITATIONS OF USE FOR 2- MOUNTING SECTIONS CAN BE COMBINED (5EE SPECIFICATIONS ON SHEET 13) BLADE 1A ON SHEET 19 IN ANY WAY TO SUIT ANY INSTALLATION. g4 ODi pos _ 4 �o84i t .• `Y°ENS,e'%.'lp 02017 TILTECO, INC. lia a tf— �j'" 4 (ti .P 1 Al a 3 11LIECO . 1�C. w Amer %�• o TILLIT TESTING & ENGINEERING COMPANY s 6355 NN, 36th. SL, Ste: 305, VIRGINIA GAROENS, FLORDA 3316 � .... It ••'��--1=1 Phone : (305)871-1530 . Fax : (305)871-1531 4 e-mail: tilteco@ool,com West alr� EB-0006719 ofBf00;,� WALTER A. TILLIT Jr. P.E_ P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. n 44167 LrLAI H — j MADES0&� �i {I h i i v REQUIRED �-- --E. D.* E. Du.*� �. ...� (SEE S r - - - - - HV—WALK—OVEF © HV CEILING INSTALLATION HV FLOOR INSTALLATION t CONCRETE ANCHORS usroSE TION i 1 { O (SEE SCHEDULE ON/ �^ (SeE scx�usE I t 1 1 i 41 I GLASS 1 1 r I 1 1 SHEET 15) oN serfr u) i s'i i i , i t 1 S I I s I s EXISTING EXISTING �+ I s 1 I 1 - EXISTING—� I i s I GLASS'---t 1 1 `v GLASS ! N(N.6FiiWLE C TO S GLASS 1 1 I t ( I GLASS , 1 1 t t t � t(s��-��crt srssEr tt)t• I t s 1 � u2J.SEPM.nnoN To c I 1 ' 11 11 I 1 1 1 Ti i iT i(SEE SCf{mu«cv t 1) rl 1 i 10 11 11 Is 11 t s t8"�I r I 1 IyyI 13 ;1 i I�I Itt 1 I � � it I' 1/4" / / t I t I 11 II I r44AX. I i t l w r �' D# I i I I I r I #100/4" HEX 1E.., %� I a ' 3 OR 5 i i 3 1i t l WASHER HEAD I; �/ t�i�1 ' I I I F LaN 1 1 I TEK SCREWS ' 4 / 1I 1 �@ 12" O.C. !' #14x3/4" HEX HEAD , I 1 3/8" TEK SCREVIS (9 9" O.C. t / --- ; #14x3/4" S.D.S. OR 1/4"s3-20 S.S. M.S. CONCRETE ANCHORS \ 1 @ 9" O. C. t ----- W/ NUT 0 9" O.C- i (SEE SCHEDULE ON n I SHEET 14) ] / �m / N / ----- ;------ L@ i 8 1, 2" SLAB IF APPLICABLEEDGE OF CONCRETE ANCHORS SEE NOTE 13(b) POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 D OR CONCRETE BLOCK SHEET 14) POUREDCOCONCRETE ''E f 'f REQUIRED OR CONCRETE. BLOCK OPTIONAL POURED OK HV WALL FLOOR INSTALLATION O REQUIRED CONCRETE L HV WALL WALK—OVER INS] REQUIRED �J HV RAINGUARD INSTALLATION t NOTE: III THIS INSTALLATION SHALL BE. NOTE FOR COMBINATION OF SECTIONS: E. D. = EDGE DISTANCE REMOVABLE WHEN PERFORMED � SEE LIMITATIONS OF USE FOR SEE SPECIFICATIONS ON SHEET 13 ADJACENT TO AN OPERABLE EXIT ` ,^`J 1 l— SEE SHEET 4 FOR TYPICAL SHUTTER ( ) OR ENTRANCE BLADE SA ON SHEET 19 IN ASSEMBLY i 2— MOUNTING SECTIONS CAN BE COMBINED gJ d IN ANY WAY TO SUIT ANY INSTALLATION. ,9) �A. a ©2017 TILTECO, INC. • lil fY _••• ..e9 O �•• o• 4 S . 1L ECoINC. A Amer Illy TILLIT TESTING & ENGINEERING COMPANY e���• ry q� •��kQd 6355 N.W. 36th. St., Ste. 305; VIRGiNIA GPRDa1S, FLORiDA 33t6 . Phone : (305)871-1530 . Fox : (305)871-1531 (�}� -•,�• Xv,}'' e—mail: tilteco®aol.com West ao EB-0006719 esBOPopxiI'fs WALTER A. TILLIT Jr. P.E. FLORIDA Lic. ` 44167 P.E. SEAL/SIGNATURE/DATE I rJ I SEE DETAIL X FOR '„ -OR -- - — - - - - - -SIDE-CONNECTION - OR @� SEE DETAIL X FOR I OR TO TRACKS SIDE CONNECTION [7n6 TO TRACKS 1 ct�cz6tOna$ w10 +03°� *05�©«13c • ©«�] •Q6t©•O•. i$Gt ©•O«©o2©•O«®O8 - ©tll f{IaR Qt®a END CONNECTION END CONNECTION DETAIL END CONNECTION DETAIL POURED CONCRETE OR CONCRETE BLOCK WALL EXISTING EXISTING GLASS �j ' REQUIRED _ _ _ GLASS a MIN. SEPARATION #1OX1/2" S.M.S. TO 0 16" O'C. MIN. SEPARATION GLASS (SEE SCHEDULE ON SHEET TO GLASS (SEE 11 FOR BLADE QAND CONCRETE jj 1/2" MIN. SCHEDULE ON SHEET ON SHEET 19 FOR ANCHOR Q t 11 FOR ELADE 1QAND f 2" O.C.CONCRETE% BLADES 1O& ON SHEET 19 FOR f ANC HOR I �.��EQ BLADES 1Q8c m _ O.C. _r- 1/2" MIN. 1 2" MIN. XR@& 2/ IN. ;' 2f/ " MIN. EQSEE UMITATIONS OF USE FOR i , y" BLADE to ON SHEET 19 5 I POURED CONCRETE OR ��®°;®t Q7 as®"10 t03"` I 10« 15�Q«©a+©•©aa CONCRETE BLOCK WALL t0tQa7©t03�eQ,©,x cj REQUIRED END CONNECTION DETAIL 5 ® Q Q Q Q Q Q$O O ` 8� 9` 3°R f9• 5� ,� ��s NNECTtON DETAIL .7d K- P►. s. E � ••' `°'•"°'w � 02017 TILTECO, INC. G 9 Z., AILIECOmc. A Amer 71LUT TESTING k ENGINEERING COMPANY C� �'° ��� � �� 5355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS, FLORIDA 3316 1 °. Fhone (305)871-1530 . Fax : (305)871-1531 4. V�► � � ei0 e-mail: tilteca@aol,com West ZONAL.•` - QO}p EB-0006719 p� WALTER A. TILUT Jr. P.E. 9�"'`9P6B9P6°',Q FLORIDA Lic. # 44167 P.E. SEAL/SIGNATURE/DATE 3D 14--10- 14"-10" 15--2"" i6"-0" 35 14'-10" 14'-10" 35 15'-2" 16'-10'• lUb pst. A.J.U. DESIGN PRESS 40 1.3-10" 13'-10" 14'-2" I5'-2" 40 13'-10' 13'-10" 40 14'-2" 15'-2" 45 13`-l" N 13'-1" 13'-4" 14'-3" 45 13'-1"- 13'-1""__ 45 _.. - 13'-4" 14'-3" - '� HV CORNER CENTERMATE n3 50 r2-' 12'-5" 12-8 13'-7" 50 12'-5" 12'-5" 50 12'-3" 13'-l" MOUNTING INSTALLATIONS. LOCKIt 55 11'-10" 12'-T" 12'-11" 55 11'-10" 11'-10" 55 11'-1" 11'-1 t" SHALL BE AS 1NDlCATED ON MAM1 60 11 -4 11'-7" 12'-4" 50 11'-4" 1l'-4" 60 10'-2" 10'-11" NOTE n5, SHEET 5. 65 10-10 11'-1" f 1'-11" 65 10'-10" 10'-10" 70 10'-6" 10'.-6" 10'-9" 1l'-5" 70 10,-6" 10'-6!' 75 t0'-1" 10'-1" 10'-4" 1l'-l" 75 10'-1" 10'-l" 75 - 8-9" ttEXCEPT THAT MAXIMUM SHUT 80 9'-1Q" 9'-1(1" 10'-d" iQ'-9" 80 9'-1S}" 9'--10" SPAN "L+" OR "L-" AND MAXIMU6 85 9'-6" 9'-6" 9'-s" 10'-5" 85 9'-6" 9'-6" PRESSURE RATING FOR INSTALAW 90 9'-3" 9'-3" 9'-5" 10'-t" 90 9'-3" 9'-3" OR CONCRETE BLOCK SHALL BE L 4- CONNECTIONS TO KEYSfOt 95 9'-0" 8'-9" 9'-2" 9'-10" 95 9'-0" 8'-9" LIMITED TO -t 64,-72 p.s.4. AN 100 8'-9" 8'-4" 9'-0" 9'-7" l0O 8'-9" 8'-4" MOUNTING M ON SHEET 7. 105 8`-7" 7'-11" 8,-9" 9'-4" 105 8'-7" 7'-11" 110 8'-4" 7'-7" 8'-7" 9'-2" 110 8'-4" 7'-7" 115 8'-2" 7'-3" 8'-4" 8'-11" 115 8'-2" 7'-3" SEPARATION TO GLA 120 8'-© 6'-11" 8'-2" 8'-9" 120 8'-0" 6,-lt" 125 7'-10" 6'-8" 8'-0., 81-5" 125 7'-10" 6'-8" 130 7'-8" 6'-5" 7'-10" 8'-1" 130 7'-8" 6'-5" WIND ZONE 135 7'-7" 6'-2" 7'-9" 7'-9" 135 7'-7" 6'-2" YY t1ly S 140 7'-5" 5'-11" 7'-7" 7'-6" 140 7'-5" atSTM E-1996 14-5 7`-3" 5'-9" 7'-5" T-3" 145 7'-3" 5'-9" 150 7'-2" 5'-7" 7'-4" 7'-0" 150 7'-2" 5'-7" 155 7'-0" 5'-5" 7'-2" 6'-9" 155 7'-0" 5'-5" 1 THRU -z3 160 6'-t1" 5'-2" 7'-l" 6'-7" 1.60 6'-11" 5"-2" 165 6'-l0" ` 5'-l" 7'-0" 6'-4" 165 6'-10" 170 6'-9" 4'-11" 6'-111" 6'-2" 170 6'-9" 4'-l1" 175 6'-7" 4'-9" 6'-9" 6'-0" 175 6'-7" 4'-9" 180 6'-6 4'-8" 6'-8" 5'-10" 180 6'-6" 4'-8" u 185 6'-5" 4'-6" 6'-7" 5'-8" 185 6'-5" 4`-6" � f 190 6'-4" 4'-5" 6-6" 5'-6" 190 6'-4" 4'-5" 195 6'-3" 4'-3" 6'-5" 5'-5" 195 6'-3" 4'-3" 200 6'-2" 4'-2" 6'-4" 5'-3" 200 6'-2" 4'-2" 205 6`-1" 4'-1" 6'-3" 5'-1" 205 6'-1" .J41='1°.q •g ra'''c�c y� i�� � •••• o 02017 TILTECO, INC. a11LIECOINIC. A TILLIT TESTING & ENGINEERING COMPANY Amer P•, �" o p6 6355 N.W. 36th. St., Ste. 305, ViRGINIA GIRDENS, FLORIDA 3316 Phone : (305)871-1530 . Fax : (305)871-1531 4 �� ° •' ........• , 14� a—mail: tiReco®no[.com West EB-0006719 (� b. 1.• AP° WALTER k TILLIT Jr. P.E, ?��••}4F �L., FLORIDA Lic. a 44167 P.E. SEAL/�f� AIUP,E/DATE m • mom m®m000tas�m®mou®vo u� o a�®mnr�®mesa m®mos�mm�a�mman000 mim�nv�aan EvmEB® mnn ono a�mmoo®QaEL!'IDmE�t�QQ�OiL-lmE�E70000Eflmm00il�.7 Er�mm000vor�no . mmmaim®®a®®mnao�a®a�®mar•�v®®EVIDEmamoaa�m®mo®rasa nno Efl®mOQ©Qa7 mmmOD000 EL!®mE700[!®m®IDQDIIaQ ®m0"L0ois nnas =1011 11; Mwmmi1700t�©LE©®Eovoca�asEraEavmoasa�raEL!®DID®QIICa�a�t7 �E©m�700a>tO E0®m0E7IIQCa®IDma7I�Da�a>t EL!®m00aL70�®Q�E7000O�Q/7 ' ®E�mQIIIIa>ta iOIDQ►fOt�IIR C�®mi�00©DO iLi®ID®0000 LL!®Q7i�ID000IIQt� Q�®m0®®Qai0Eam0E�0 a�®®if]E7/�DOniO®ma�asIIaaa�®mE II1111IMM" EO®IDn®©IIa®®m0E7L'BOO ECG®m000c'i0 iLlQ�f7®QOf�Q ELliIEar7MMMM0�n0 [o Q L0mMMM" O ast�n • EOE©QUID©Ova ED®Q70i�IIQn®®E MMMEUMM E©IDIIDOeaaaa M1017 MUIM oaten mEF3m�D0Oa�®mIDQt�ZiOIO�'#EfJma7[�DOOIDIDIInIIa>taa77 m®ID®IDQ©0 an RlIDEt1IIIIIIQii®mm�snnnnaamm�000®mUIMMM Q®W - W mmmr�oIIQo mmmo®QaQ mmmonIIvaa Eomma�QQao Evmmo®oIIoono ' m®f�DOIIQa EDmmQ®an0 iL•!mQJQ®OnCa EO®IIa>t0a>tO0 ED®®OQQQn IIQ® iL!®IDDDIIOQ miQm00vOn EO®ivADIIIIO a®©OnCSaII ED®as�nIIQas asnA mmmmmis00Evmm"EMOM ®a7i M 11111"M Ej!®IIDESIM MMMM m®m®©QQII"" ' • mID®a7IIIIasa®mm0a�asvas mmi000Q00 i0�©�IIIIaa>lEO�fla>t®vQOv onaat ttli�E><II©IIIIra i�®m0©QII�7 iL!®mE�Q0II0 mmQi7nOC�l�mmIDOlS000[III® m®©vIIi7va®IDQ�oOOQCa ELliFJEI�iiQnIIO�On00a>[M=itEEi>f©oOa7Q0 on© am00 M ®®mmaa momEvmmoaa�aavea�n�- ark ' Qlm0on000®®ma>1�.7a>QO Qlmm 0000®EE�Oni�IIaO®IIt�MM M as EL!®IDIIOCSOaEO®m00000m®mOiiIIOC�®ian0II0MM. WMMII000an® Q!®®nIIM M i0®mn�iQiiO iL�EM3 MMMMM MMMMnC�L7Q F8II®Yn000IIII® EOEa®®IIQaa®®m=IfOIIOn EO®IDOQnIIO ED®OnIILi�O Eawin= QQo noo ' mID©IIifOIIislL!®OC�iivOa�®®t17nQII0 ®EE�Qa7IIaatna>t®WWI= l.7onE7E!® it!®©oII000®®IDOviinO m®Q]M000M®IDQO ®MINIM MMM OQQ IDOnnIIefii iL!®n000QO B!®iiMMMMM MIZIMMIIM M IIIIL'aii0MM LU ®OOnIIOii EO®IIl�0000 E©EaCiQQnIIO®®OQaOCfQ�®00000M E1Qe7 ' aiDOMMMM i II®oo000O®®QQOIIIIO ®QOIIIIC�O�a7IIIIaaQa>t0 it!®On0II0a iEaIDMMMMQaa E0®MMMM fn 110"Mm aZ7 IIQna>a7MM ® EOEaQQIIIIIIii�®00v000®tF3vii00IIC�0©QOIIIIQQ 0[�vIIa7iiQ0 asa�as E s MM MM=®®MMMEEIInmKUMMM 00I0000= M ijlEDa�a�nMM a�nn ' ETitr7Q0IIC�0ii ®Ov0iiv0®®ii�7yOII0 Q�aJOQII0a7a7 a®IIIIOQQn E7®© EL•!®QQIIIIoa iE!®Ql�QIIOn i©®0 OOnO�DOO�iC/i7Q i�QOC��iQOC�an© maiOnIIvaaa>t iT:�ppnQaQQ o0YQ0II0®QQ 0 ai E�QOC■ii000®®® 6�nOnIIiivO i00n0OQii��isaQaaravaso®EiO�II�n iOQC�OiiOQri aQII ' ELaQQaamom"®QIIQQQQQ i©OOQQQ00 Diii7C�Omom=DOOOI�OQii��® EL�a70000�iii E©MMMMMnII®oOOQnIIO EDOiSOIIO®EOOnnSi000 n®© =no M0ai0va7 E©n0�iviiEiO<vOQii0OC�0 Ei000C�0i�ti OnOC�iiQOO©®® Et1000OIIQO C■�iQ ivII000OQa7 a�a�o . ' Ei�Ei®QC�Oi7fa0aaOiiQOOIDIIQOQQOaiE�iiQ/7n�iiiiOC�Onii000E�ID© EDQC'�o0is0ii®p00■aQoO®OVQQ�.'D��:�QL700. iii�IIo0000Q0 t!Ei® j. 02017 • r _ tF_�19 TILLIT TESTING & ENGINEERING COMPANY ra - , ' VIRGINIA •, FLORIDA _ . 1 1 EB-0006719 • 1WALTER A. TILUr Jr. P.E. FLORIDA a 1 R T..I - F e r I cc ov a a is b 4.D 14 12 110 1 9 8 6 14.5 3.751 ANCHORS SHALL BE LONG ENOUGI 14 12 9.5 7.5 6.5 4.5 - - 14 12 10 9 B 7.5 5.5 4 14 12 10 9 8 6 4.513.51NOTES A1) & A2) ABOVE. FOR lb 14 !12 10 9 8 8 ' 6 - 14 12 l0 9 8 8 6 5 14 12 t0 9 8 6.5 5 3.5 INSTALLATION INTO EIFS WITH META 14 12 10 9 7.5 5.5 3 - 14_ t2 10- 8.5 7 5.5 4. 3 14_. t2 -8 6.5 5.5 4 -3- - 14 12 t0 s 8 6 - - 14 t2 10 s 8 6.5 5 3.75 14 12 10 85 6 5 4 _ (B} TO EXISTING CONCRETE BLOCK: (AST 14 12 8 6.5 5.5 3 - - 14 12 10 9 8 6.5 4.5 3.5 14 12 10 E 8 7 5 3.5 3 - 1/4"0 x 3/*-PCON L T POINTSPCON WITH ADET n 14 t2 10 9 8 8 - - 14 12 10 9 8 7 5 4 t4- 12. TO 9 7.5.5.5 4 3 - 1/4"4 x BLUE ALL POINTS SOLID-SET . 7•_0 14 "12 10 8 6.5 4 - - 14 12 9 7.5 6 4 5 3.5 - 14 10.5 7 5.5 4.5 3.5 - - - 1/4"0 BLUE TAP CONCRETE ANCHORS ' 14 tZ td 8.5 7 4 - - 14 12 10 9 7.5 5.5 4 - 14 12 9 7 7.5 4.5 - - - 1/4"3 TAPPER+ ANCHORS AS MANUFAC COMPANY OR ANY OTHER APPROVED Uk 14 11 7 5.5 4.5 - - - 14 12 10 9 7.5 5.5 4 14 12 9 7 6 4.5 3 - 8,-0" 14 12 t0 9 8 6.5 - - 14 12 10 9 8 6 4 - 14 12 10 8 6.5 5 3.5 - NOTES- 14 12 '8.5 7 15.5 3 - I - 14 112 8 6.5 5.5 4 3 - 12.5 9.5 6 5 4 3 B.1) MINIMUM EMBEDMENT INTO CONCRE 14 t2 9s 75 6 - - - 14 t2 9.5 8 6.5 5 - - 14 12 8 6 6.5 4 - - WITH ADVANCED THREADFORM TECH 13 9.5 6.5 5 3.5 - - 14 12 10 8 6,5 5 - - 14 12 8 6.5 5 4 - - 9•-0.. 14 12 TO 9 8 - - - 14 12 10 9 7.5 4.5 - 14 12 8.5 7 5.5 4 - = B.2) MINIMUM EMBEDMENT OF 1/4"4 x 14 11 5 7.5 6 4 - - - 14 Ill 7 5.5 5 3.5 - - 11 8 5.5 4.5.3.5 - - EMBEDMENT INTO STUCCO SHALL B 14 12 8 6.5 4.5 - - - 14 T2 8.5 7 5.5 4 - 14 10.5 7 5.5 6 4,5 - - EXIST. AND 1" MINIMUM FOR WALLS 11,5 9.5 5,5 4 - - - - 14 12 9 7 6 4.5 - - 14 11 7 5.5 4.5 3.5 - - 14 f2 10 9 7.5 - - - 14 12 t0 8 6.5 5 - - 14 12 8 6 5 4 - B.3) IN CASE THAT PRECAST STONE, PR 101-0" 14 10.5 7 ' 5 3-5 - - - 13 9.5 6.5 5 4 3 - 10 7.5 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH 14 11 7.5 5.5 - - - 14 11.5 9 fi 5 4 - - 12.5 9.5 6 5 4 4 - NOTES B.1) & 6.2) ABOVE. FOR IN 10.5 8 5 - - - - - 14 12 8 6.515.5 4 - 13 10 6.5 5 4 3 - - FOR INSTALLATION INTO EIFS QJI 14 12 10 - - - - i4 1Z 9 7 6 4.5 - - 14 10.5 7 5.514.5 3.5 - (C) ANCHORS SHALL BE INSTALLED FOLLC 12.5 9.5 5 - - - - - 12 9 6 4.514 3 - - 9 7 4.5 3.5 3 - - - 14 f0 7 - - - - 14 10.5 7 5.514.5 - - - 11.5 8.5 5.5 4.5 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DIS 9.5 - 4.5 - - - - - 14 11.5 7.5 5 5 - - 12 9 6 4.5 4 - t4 12 10 - - - - - 14 12 8 6.5 5.5 - - - 13 10 6.5 5 4 - - EDGE DISTANCE VERSUS SPACING 11.5 SS 4.5 - - - - 11 8 5.5 4 3.5 - - - 8 fi 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID F 13.5 9.5 6 - - - - - 13 9.5 6.5 5 4 - - - 10.5 8 5 4 - - BY MULTIPLYING SPACING SHOWN ON SCE 9 6.5 - - - - 14 10.5 7 5.5 4.5 - - - 11 8.5 5.5 4.5 3.5 - - - REDUCED SPACING OBTAINED"USING FACT 13,-0" 14 f2 - - - - - - 14 11.5 7.5 6 5 - - - 12 9 6 4.5 4 - - 10 5 8' - - - - - 10 7.5 5 4 3 - 7.5 5.5 4 3 ACTUAL TAPC its 8.5- - - - - 12 9 6 4.5 4 - - - 9.5 7 5 4 - i A EDGE TAPCON THREA 8 6 - - - - 13 9.5 6.5 5 - - - - 10.5 7.5 5 4 - - - 1 HV BLADE OR DI E.D. E - - - 14 10.5 7 5.5 - - - - 11 8.5 5.5 4.5 - - - E.D. MIN. SPACING E 3" 1 10 7.5 ' - - - - - s 7 4.5 3.5 - - - - 7 5 3.5 3 - - - - HV BLADE W POURED CONCRETE & PatIIZ0 f 11.5 8 - - - - - 11 8 5.514.5 - - - - 9 6.5 4.5 - HV WINDOW CONCR �� Q-83, Aft ED. 7.5 - - - - - 12 9 6 - - - - - 9.5k 4.5 - - - - $' 1.0 0� 15'-0" 14 - - - - - - - 13.5 10 6.5 - - - _ - 10.5 5 - BLADE WORKING 2 1/2" - 0.1 g - - - - - - 8.5 6.5 4 - - - - 6.5 3 - - IN UNISON - 10 - - - - 10.5 8 5 - - - - 8.5 4 - - - - 2" 0.; 7 - - - - - - its 8.5" 5.5 - - - - - 9 4.5 - - - - 1 3/4" - 0A 16-0" 14 - - - - - 12.5 9.5 6 10 5 - - - _ _ 1 1/2" 0.35 6 3 - 9.5 7 5 - - - - 8 6 4 - - .-e, - �04 VI E " �?3'11:;. 02017 TILTECO, INC. A q 6 O o 11LIECO . NC. A • o o a TILLIT TESTING & ENGINEERING COMPANY Amer Qr 6355 NS'J. 36tb. St.,Ste. 305.VIRGINIA GARD?41S, FLORIDA 3316 v! �t Phone (305)871-1530 . Fax : (305)871-1531 4 ' AAA RION Al e-mail: tilteco@aol.com West 11 ES-0006719 _ e@ WALTER A. TILLIT Jr. P.E. P.E. � QpAT�t�E/DATE u FLORIDA c. 44167 14 112 10 9 1 8 8 6 6 t2 12 12 9.5 8 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 14 12 10 . 9 8 B 6 6 12 12 11.5 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 3.5 - 14 12 10 9 8 8 6 6 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 _ 6'-On 14. 12 10_ 9_ 8- 8. 6 6- 12 -12- 8 6 5 4- 3 7- -7 -7 7- 7-- 5.5- 4 ' -- 5 5 5 5 5 5" 4 3 - - 14 12 10 9 8 8 6 6 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4.5 - 14 12 10 9 8 8 6 6 12 12 10 8 6.5 5 3.5 - 7 7 7 6.5 5.5 4 - - 5 5 5 5 5 4 3 - 7,-0" 14 12 10 9 8 8 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 10 6.5 5 4.5 3 - 7 7 7 7 6.5 5 3 5 5 5 5 5 5 3.5 3 14 12 10 9 8 8 6 6 12 12 8.5 7 5.5 4 - 7 7 7 7 7 5 - - 5 5 5 5 5 5 4 - 14 12 10 9 8 8 6 t2 t2 8.5_ 7 5.5 .4 3 - 7 7 7 5.5 4.5 3 - - 5 5 5 5 4.5 3.5 - - 8,-0" 14 12 10 9 8 8 6 - 12 12 10.5 7.5 6 4.5 3.5 _ 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 t4 12 10 9 8 8 6 - 12 9 6 4.5 4 3 7 7 7 7 5.5 4 5 5 5 5 5 4 3 14 12 SO 9 8 8 6 - 12 11 7.5 6 5 .75 - - 7 7 7 7.5 6 4.5 - - 5 5 5 5 5 4.5 - - 14 12 TO 9 8 8 - - 12 1.5 7.5 6 5 3.5 - - 7 7 6.5 5 4 - - - 5. 5 5 5 4 3 - - t4 12 10 9 8 8 - - 12 12 9.5 6.5 5.5 4 3 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 9`-0" 14 12 10 9 8 8 - 0.5 8 5 4 3.5 - - - 7 7 7 6 5 3.5 - - 5 5 5 5 5 4 3 - 14 12 10 9 8 8 - 12 10 6.5 5 4.5 - - - 7 7 7 6.5 5.5 - - - 5 5 5 5 5 4 - - 14 12 10 9 8 8 - 12 0.5 7 5.5 4.5 3.5 - - 7 7 5.5 4.5 3.5 - - - 5 5 5 4.5 3.5 - -- 14 14 12 t0 9 8 B - - 12 11 8.5 6 5 3.5 - - 7 7 7 7 7 7 4.5 _ 5. 5 5 5 5 5 5 4�5 14 12 10 9 8 6 - - 9.5 7 4.5 3.5 3 - - 7 7 7 5.5 4.5 - - 5 5 5 5 4.5 3.5 - 14 12 10 9 8 8 - - 12 9 6 5 4 - - 7 7 7 6 5 - - - 5 5 5 4.5 5 - - - 14 12 10 9 8 r - - 12 9.5 6 5 4 3 - - 7 7 5 4 3 - - - 5 5 5 4 3.5 - - - �,-0„ 14 12 10 9 8 - - 12 `10 7 5.5 4.5 3.5 - _ 7 7 7 7 7 7 3.5 _ 5 5 5 5 5 5 5 4 14 12 10 9 8 - - 6.5 6.5 4 3.5 3 - 7 7 6 5 4 5 5 5. 5 4 3 t4 l2 SO 9 8 - St 8 5.5 4 - - - 7 7 7 5.5 4.5 - - - 5 5 5 5 4.5 - - - 14 12 10 9 8 - - - 1.5I8.5 5.5 4.5 3.5 - - - 7 7 4.5 3.5 - - - - 5 5 4.5 3.5 3 - - - 12`-O" 14 12 10-9 8 - - - 12 9.5 6.5 5 4 3 _ 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4_5 3_5 14 12 10 9 8 - - 8 6 4 3 - - - 7 7 5.5 4.5 3.5 - - 5 5 5 4.5 4 3 t4 12 10 9 8 - - 10 7.5 5 4 - - - 7 7 6 5 - - - - 5 5 5 5 4 - - 14 12 10 9 8 - - - 0.5 8 5 4 3.5 - - 7 6.5 4.5 3.5 - - - - 5 5 4.5 3.5--3 - -113'-0" 14 12 10 9 8 - - - 1.5 8.5 6 4.5 3.5 3 - _ 7 7 7 7 7 4_5 _ - 5 5 5 5 5 5 4�5 3_5 14 12 10 9 8 - - - 7 5.5 3.5 3 - - 7 7 5 4 3 5 5 5 4 3 14 12 10 9 8 - - - 9 17 4.5 .75 - - - 7 7 5.5 4.5 - - - - 5 5 5 4.5 4 - - - t4 12 10 9 - - - 10 17.5 5 4 3 - - - 7 6 4 3 - - - - 5 5 4 3 - - - - 14 12 10 9 - - - - 0.5 8 5.5 4 3.5 - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14`-0" 14 t2 10 9 - - - - 6.5 5 3 - - - - - 7 7 5 3.5 - - - - 5 5 5 4 - - - t4- 12 10 9 - - - - 8.5 6.5 4 - - - - - 7 7 5 4 - - - 5 5 5 4 - - - r14 12 10 - - - - - 9 7 4.5 3.5 3 - - 7 5.5 3.5 - - - - 5 5 3.5 3 - - -12 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 i 5'-0" t2 10 - - - - 6 4.5 3 - - - - - 7 7 4.5 3 - - - - 5 5 4.5 3.5 - - - - :12 10 - - - - - 8 6 E3.53 - 7 7 5 = - - - - 5 5 5 4 - - 14 12 10 - - - - - 8.5 6.5 - - 7 5.5 3.5 - - - - 5 5 3.5 - - - - - 14 12, 10 - - - - - 9.5I 7 7 7 7 7 6 .3 - - 5 S 5 5 5 4.516`-0" 14 12 10 - - - - - 6 4.5 - - 7 6.5 4 - - - - S 314 12 10 - - - - - 7.5 5.5 5 5 4.5 - - - - - ed• n ppp q1s / m 02017 TILTECO, INC. t °•`,tCfr�Is;•, a -z.kz1 m tL ECO INC. A r TILLIT TESTING & ENGINEERING COMPANY Ameri ao. - "� ,•°A� Q� 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 1 f �ti Phone (305)871-1530 . Fox : (3105)871-1531 4• ;61 e-mail. tilteco®ool.com W@St v ! EB-0006719 �o��•�� li6� �C�Ogdc WALTER A. TILLIT Jr. P.E. FLORIDA Uc. # 44167 P.E. SPZ/StGNQTURE/DATE v v 0 0 IV lu I'd I 8 1 8 6 6 1 6 16 6 1 6 16 5 4 4'-0" 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 1019 8 8 6 6 6 6 6 5 f 2 10 10 9 8 7 6 6 6 6 6 5 6 5 4 6'--0''- - 12_10 10__9._ 8. 6.5_ .6 _ _6 ._ 6. 6 . 5.5. 4.5 12 1.0_ _.10 .9 8. 5 .6 6 _ _6 5.5 .5_.4.5 12_ t0 1.0 9 _ 6__3.5 6 -_6,- _6_ .6_ 5 _4.5- 6 - 5 4 7'-0' 12 10 10 9 6.5 4 6 6 6 15 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5112 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 8'-0° 72 10 10 7.514.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 l0 10 4 - - 6 6 5 .5 3.5 3 6 5 4 9'-0" 12 10 10 5 3.5 - 5 6 5.5 .5 3.5 3 12 10 9 4 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 10'-0" 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 .5 3 - 12 110 3 - - - 6 6 4 .5 3 - 6 5 - 11'-0" 12 10 5.5 - - 1� 6 6 4.5 - - 12 10 4.5,- - - 6 5.5 3.5 - - 12 10 - - - - 6 5.5 4 - - - 6 5 - 12'-0" 12 10 4.5 - - 6 4 - - - 12 10 3.5 - - 6 5 3.5 - - 12 10 - - - - 6 5 3.5 - - - 6 5 - 13'-0" 12 10 - - - 6 - - - - 12 10 - - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - 14'-0" 12 10 - 5.5 - - - 12 7 - - - 5.5 4.5 - - - 12 7 - - - 5.5 4.5 - 6 15'-0" 12 - - - - - - - - 12 - - - - - 5 - - - - - 12 - - - - - 5L L L 610-0 12 - - - - - - - 12 - - - - 5 - - - - - 11.5 - - - - 5 - - HV BLADE OR I HV BLADE W t�A HV WINDOW BLADE WORDING IN l ♦ SEE UTAITATIONS OF USE FOR GLAD= lA ON SH-tu 19 ♦ NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3. SUBSTRATE SHALL CONSIST OF THE F( -SOUTHERN PINE No. 2 %V/ G=0.55 (N.E - 1/4"0 TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT -DOUGIAS FIR 1'l/ G=0.50 (N.D.S.) EACH SECTION ON SHEETS 16 & 17. -SPRUCE PINE FIR NORTH W/ G=0.43 (r EXCEPTION: SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/ G=0.36 (t -MIN. 1/2" CDX PLYWOOD (1986 APA) 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. 4. ANCHORS SHALL. BE INSTALLED FOLLOW ANCHOR'S MANUFACTURER. -�?/PBdPp�o��� .. ate 02017 TILTECO, INC. Ef4►�' v° >, IL ECO 11�. ' = TILLIT TESTING & ENGINEERING COMPANY Amer 4 6355 N.W. 361h. St., Ste. 305, WIRGINIA GARDENS, FLORDA 331664 �+ Phone (305)871-1530 . Fax : (305)871-1531 s; Q1a�.y''>..�...•' e-maEB tiftecoCool.com west _t� -0006719 ++U�U9V1�/ } \vy4a WALTER A. TILUT Jr. P.E. a, ir�a FLORIDA Uc. R 44167 P.E. SEACfSti; A�'URE/DATE t�;• - ti r ,�; E,I ; € ' % ..�, I�L��O �!� OPTIONAL . - EX YlTSI G MIN. - - 'fit WALL _ I FINISH s'i{ it "x4" WOOD I I 1 t OR �♦ - EXISTING MIN. 2 1 't L �iF cial HEADER REQUIRED i I ; 2"x4" WOOD II HEADER REQUIRED 1 I I I EXISTING II WN. SEPARATION GLASS—•-j TO GLASS (SEE SCHEDULE ON SHEET i I MIN. SEPARATION TO GLASS tXISTING— 11 FOR BLADE©AND � I 1 i GLASS --J (SEE SCHEDULE ON SHEET 11) ON SHEET tg FOR BLADES(D&0:6) I f �N HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION ® I I EXISTING ¢--- I� FAIN. SEPARATION TO GLASS I r I 11 I GLASS;' I 1 1 I j EXISTING 1 —(SEE SCHEDULE ON SHEET If) I l I II MIN. SEPARATION TO GLASS I 1 t GLASS�u 2"z4" CCI EE SCHEDULE ON SHEET 11)(S WOOD PLATE, I I I a ! REQ'D. 11/4"0-26x3/4" S.S. :mac rM MACHINE SCREWS W/ I 1 �vratL 1/4"-2o NU- D.C. - �• FINISH I I I ORtB OR 2"x4" CONT. WOOD PLATE ! t i i 11111 REO'D l Q E 1" Odin. > I IV t2 t , 1 jo 1 1/4"o TAPCON OR TAPCON WITH ADVANCED Y l 1 1' ) 1/4'0 TAPCON OR NOTE: THREADFORM TECHNOLOGY W 1 2" TAPCON WITH ADVANCED 1-SEE SHEET 4 FOF Min. PENETFiArION OF THREADED AREA INTO PLIf�"r00D S"_I ':.� 1/2 MIN. CD THREADFORM TECHNOLOGY SHUTTER ASSEMB! (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2"x4" W 1 Z him. PENETRATION OF 2-MOUNTING SECTIO \+ STUDS @ 16" O.C. MAX._ PLriV00D REAL THREADED AREA INTO PLYWOOD COMBINED IN ANY 1/2" MIN. COX PLYWOOD REQ'D. REQ'D. PLYVJOOD' TO 6E WALL FINtS � SUIT ANY INSTALL -EXISTING MIN. 2"x4" STUDS ® 16` O.C. MAX. REQ�D. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEEP 15) PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ® HV WALL SILL INSTALLATION ♦ SEE Ut6ffATIONS C ©HV WALL SILL INSTALLATION F.B.C. BLADE to ON SHE dQ 02017 rILTEco. IPIC. a 0 A a � / 771LIECO�INC. yy1 __ Amer Q �p*4 /r. � TILLIT TESTING & ENGINEERING COMPANY ( . � 6355 NAY. 36th. St., Ste. 305. VIRGINIA GARDENS. FLORIDA 3316 �./p :per hk Phone (305)871-1530 . Fox : (305)871-1531 4 ° 6� •'[+ �d e-mail: titteca®aol.com West g ° .,••••• bF EB-0006719 6i • ®88 WALTER A. TILUT Jr. P.E. P.E.a S � IJ 99 DATE Fl ORIDA Uc. # 44167 _ Max. W/ 1 1/2" Win. PENETRATION i I ll n OF THREADED AREA TO i EO� OPTIONAL I EXISTING WOOD HEADER. / i I (SEE SCHEDULE ON SHEET 15) l I jil 11 or 13 or i5 .EXISTING MIN 2"x4" �' 1 I c I I EXJS ASS�{ HEADER REQ'D LAIN. SEPARATION TO GLASS ( I I GLASS ` .SEFARARON (SEE SCHEDULE ON SHEET 11) EXISTING I g I I l class--- ( l l I X I OS HV WALL HEADER INSTALLATION i IT° �bl ���'f� N E SCHEDULE ON SH�i 11 FOR 13IJ-D8 OAZ TM I I I O OR i al SHEET 19 FOR I f I I INOTES: I BLADEStp tc 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED (T)HV CEILING INSTALLATION IN A14Y WAY TO SUIT ANY INSTALLATION. WE&SEPARATION 1 OR I TO GLASS(S- { I f l—------------- MIN. SEPARATION TO GLASS I I I SCHEDULE ON SHM j (SEE SCHEDULE ON SHEET 11) I I I EXISTING 1t FaRt�ADEOwm �I 1! I ON Sr+-T 19 FOR EXISTING I I I 1 GLASS I BLADESQ rc t� I j, I I ;i GLASS--J Pit ALTERNATE, NTI N TE, R r---- e fi WALL FINISH I [ I I 1/4.• O { 7 I lilt t LOCATION 3/8 MIN. t Ox3/4" "^ ULL Max. 1 3/8' MIN. WASHER HE 13 OR 2"x6" MIN. WOOD I SCREWS O "j DECK REQUIRED FINISH ALLOWED) � 1 2" }" 19 EDGE OF DECK o LE IF APPLICABLE / 1 1/4"D-200/4" S.S. 1 1i' 1111 �' 1/4"0 TAPCON OR 1"'4 PHILLIPS TRUSS HEAD 2"_'11N�� f iAPCON WITH ADVANCED Min. MACHINE SCREWS 2"x4" CONT. THREADFORM TECHNOLOGY SILL PLATE , YJ/ 1/4"- 20 NUTS 1/4"4 TAPCON OR TAPCON WITH ADVANCED THREADFORMY 2" MIN. W/ } t/2" Min. PENETRATION Q 12" O.C. REQ'D. ' i OF THREADED AREA TO TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED t ,! �� ti �; �I V EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SEE LIMIT T�pNP44�S OF USE FOR (V) HV WALL SILL INSTALLATION E3L97; ""' st9 ® HV FLOOR INSTALLATION Plq + ^a- ��� � .••""••• ��� fl2017 TIL7EC0. INC. o � r11LIECO Mc. zt Amer t `A TILLIT TESTING & ENGINEERING COMPANY �� o /� ;• '* �� 6355 NXI. 36th. St.. Ste. 365. VIRGGINIA GARDENS. FLORIDA 3316 Phone : (305)871-1530 . Fax : (305)871-1531 n e-mail: tiltecoccol.com West 0�(RI ` �+® EB-0006719 1VAL ' ,•r WALTER A TILLIT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 _ (cuss-rs) corm. Fl:j,sH-' 41/2"M1N. CDX le FOR t� 1 11 Fc CLOSER PLYWOOD., MADES O&® WALL O� FLATS (LOCATE t/2•T FINISH sw 1 1/2't!•N' AT EITHER SIDE M1ri1 cis o C s s �soxt/2"S.M.S. — { 4 C f OR (j�i SEE DETAIL X FOR 1 SIDE CONNECTION TA SEE DEL X FOR k1 (0)R i;;'��' TO TRACKS j 72 m�m 6�• 7Oa©R10•�� SIDE CONNECTIK 1\ a�m 6�j QmG' O•� 7 8af0 lD•^�sm0.Ca0•i a TD TRACs 10.�3m 00•9=®• !1'/1•©�`V,IJ"»am SO•�a+�.A�mt7.®ai ©.0• o.©•C•npm It�$.�m�.�If✓6J1m1©J.'vv�99,m @_0•@-@—Q)-@m '�'tD°'1©•QB,v®' c° Qg.lsm®.�Qis•4� ®'r1sm�'�s,°'®'�" ®•'�g°'�g•�i°`�'� END CONNECTION DETAIL l7 pmcf9}.�m,9 END CONNECTION DETAIL END CONNECTION DETAIL EXISTING 2'x4" MIN. WOOD -1/4-0 TAFCON ANCHORS 1 STUDS REQ D. 1/4'0 TAFCON ANCHORS-f I Oxt/2' S.U.S. W/ 1 1/2' M I. W/ 1 1/2"u1N. cis O.C. EXISTING GLASS- FENETRARON O 12'O.C. FENETRATION® t2'O.C. AOR SFPARAITON C (SEE nc+ arw nav \ \ !\ \ \ , ,/2" testa. mrn n c aT sH�T 4% / �' i' %'' 1 auI11=01 A20 T�'E I J 1 s dy 9�f �S 19 FOR ------� �` ON ET 19 MR t/2'R4N._ -=. 7 —+_< 1 1 2" ION. R�p ��� 1 t�J z" y< !!! 1DOR 4 a m •O7 m®mlp.�3lw"` � c , m�m 6 7 m8 m10. m OR 33OR(}� OR tlIEW 0 WALL FINISH 2"x4" I.11N. A..L Vi000 W 10•f�5a+1�7. 31�•1CSlm STL'OSREO'D. FlNSH PLAN .Is•�emC�•Za,mLe1.�m ©•(Lsml1�.,'•Q��• 'tea , DETAIL END CONNECTION DETAIL 1 l END CONNECTION DETAIL 12 ��� a 02017 TILTECO, INC. e v ' IL ECO INC. 4 TILLIT TESTING & ENGINEERING COMPANY Amer 6355 N.W. 36th. St.. Ste. 305, tr1RGINIA GARDENS, FLORIDA 3316 Phone : (305)871-1530 . Fox : (305)871-1531 4• '•��\� ' e-mail: tilteco®ool.com �legt • \D EB-0006719 /OIVAL VALTER A. TILLIT Jr. P.E. P.E. SEAL"/SIGNATURE/DATE FLORIDA Lic. � 44167 3 3 1� 9� 1 1 ALLOWED AT HV in , s j_ �_ t• s� ,� a s s s a a WINDOW,BLADE 1�/ w 7C ONO a 3 !r Sr Sr a 1 SEE END + C9 CONNECTION t ! , , J t , of 9 9 3 a a' DErA1Ls ON SHEETS , , , ! , , Imo a 10 & 18 TYP. NaR FULL HEIGHT, �cn 7 s z 1 P 4p50 � < n m ffp 1 (SEE PLAN FOR REQUIREMENTS) D Ei �5 TYP TOP & BOTTOM UNLIMITED WIDTH ELEVATION MiN. SEPARATION TO CLASS EXISTING GLASS �(SEE SCHEDULE ON SHEET 11 FOR BLADEQ _ —— I AND ON THIS SHEET FCR ELADES Q& � -------� loe J� t �� TYP. �� LJ' 1 4 /tom \_� \ 2�, � ADC / ILU� Typ_ SYMMETRICAL CENTERMATES 21 @2 ' W/(21 OR LAND VI/O (SEE NOTE 4 ABOVE) PLAN TYPICAL HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE L SHUTTER* 02017 TILTECO, INC. Ic o � IILIECO �N�. A a IP1 a. TILLIT TESTING & ENGINEERING COMPANY Amer ryp 6355 N.Vl. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 3316 C .,1iNi'Ee�• ' t'4 Phone (305)871-1530 Fax : (305)871-1531 p� 0 e—mail: tiltecoJool.com West �lYl e.� �� EB-0006719 '*F4 .",,a %MTER A. TILLIT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. n aa,s7 WITH 21 ARRANGED'Irq A SYYfv METRICAL LAYOUT.co v �~ USE OF (2) 35 (6 LONG, MINIMUM) MUST ALWAYS BE i 3/4"x s i/4"x 0.035" THICK Min. EXISTING FINISH � __- _ - _INCLUDED AT-EXTERIOR OR INTERIOR- ACCESS- SIDE OF - CONT. GALV STEEL-TRACK'CHANNEL.-1,- AS--APPUCABLE - j i I' e r i GENTERMATE. ASTIR A-653 GRADE 40 Min. G-fiO i 4 GALVANIZED FASTENED TO STUDS I VJ/ (2) #60/2" TEK SCREWS ON 1 435 43a INTERIOR & EXTERIOR FACE 1 Q 6" O.C. 0 6" O.C_ N BLADE SLACK DETAIL HVF IS ALSO VALID FOR 1/2" 12 38 CENTERMATE 21 APPLICATION WITH BLADE 0 E 0 r � --------- 43b 6"x 1 1/2"x 0.035" THICK `.Y31RfES. fin- ASTM A-653 GRADE 40 ® 6» O.C.-2=-•Mrjc.-. a Min. G-60 GALV. STEEL 1" 7 IViS WALL HEADERISILL INSTALLATION METAL STUDS AT 16" O.C. Ifin. : ;•' ;_:_ :� 1 EXISTINe (NP- 1' EXISTING GLASS — — — — — — --------------------- r r 1 1 r r 1 r r l - �SY �T YC L'YCA MME R A SYMMETR L ., �, ,- .r 1, t_ 1 1 43d;43b _4,5 r r 4I r •r 1 r 1• 1 1� r _ ' ' CENTERMATES W/ 1 1. 1 1 CENTERMATES W/ 1 1 1 e'` 1 1 EXTERIOR ACCESS SIDE 1 1. . - _ ' 1 1 INTERIOR ACCESS SIDE 11 --- ---------------------------- ------- - - 6" (Typ-) IN 35(6"Min.) IN M� _----__________= -- ----2-- ------ - -..........�.___ ,t-- ----------------------- -- --- ---- =------------------- -------------------- ---- -----------� ___---- -------- -- -- - ---- ----J--- 1 P ---•---•-----.---...-------- --- .---...--------------.-- ---•-�•--'-------------- -•------ -'� �-•-•- 1 } f T 21 1 f ---- - --- ----------- -------------------- - ,t 4 3 t�4" (TYP-) 35 (6"Min.)6 1/2., (TYP-) � 7,. 1 7" 6 (Cont.) HVA HVB BLADE SLACK DETAIL HVE HVC 02017 TILTECO. INC. `�1 •`74j�1�s ! o 1 0 TIL 1E C i ••� m O Am®r ' 2 l/� TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305. VIRGINIA GARDENS, FLORVA 3316 Phone : (305)871-1530 . Fox : (305)871-1531 4-1 ' n E e—mail: tiiteco®col.com West EB-0006719 �� 'R4 1 WAL TER A. TILLIT Jr. P.E. Ef DATE FLORIDA Uc. # 44167 P.E. SF�1�i: A�R