Loading...
HomeMy WebLinkAboutProduct Approval-FL 16708-R8 7 r5, I .zr? "R'tt.4 '� �.� I r t 7 i 1 .10 ` ¢ ij RETE, M .«rro es.^r'i ^ y; (('' !CIS Home j Log In 1 User Registration I Hot Topics l Submit Surcharge 1 Stats&Facts Publications : Contact Us BCIS Site Map Links Search Ror da Product Approval laP,t USER:Public User Product App_uvai Menu>Product.or Application Search>Apolire, thou List>Application Detail EZ-5173777,777:4751 --'— x ag FL# ( FL16708-R8,.--' Application Type Revision Code Version Application Status ....A-ppraveoV Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category / _.EXterior Doors Subcategory \_S»wiinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .i,.? Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero,P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Locke Bowden P.E. 11 Validation Checklist-Hardcopy Received Certificate of Independence FL16708 R8 COI COI JW SS 2015-04-27.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16708 R8 Enuiv ASTM E84 Equivalency Letter SS 2017-08-31.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/02/2017 Date Validated 12/12/2017 Date Pending FBC Approval 12/18/2017 Date Approved 02/13/2018 Summary of Products FL#� Model,Number or Name Description 16708.1 A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010871A X.OPO SS 1011-02-09.pdf Approved for use_guts' e VHZ:Yes Verified By: Hermes F.Norero, P.E.73778 Impact Resists tYes Created by Independent Third Party:Yes Design Pressu :N/A Evaluation Reports Other: Created by Independent Third Party:Yes 016708.2 B Design Pro/Smooth Pro Single(X)Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in •Z:Yes FL16708 R8 11 A010872A X,GLZ SS 2016-08-26.odf Approved for use •• sid-HVHZ:Yes Verified B : Hermes F.Norero,P.E.73778 PPY Impact Resista :Yes Created by Independent Third Party:Yes Design Pressur-• A Evaluation Reports Other: FL16708 R8 AE PER4438.1 SS 2017-11-17.pdf Created by Independent Third Party:Yes 16708.3 C Design Pro/Smooth Pro/Studio Double(XX)Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010873A XX,OPO SS 2017-02-09.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports " - f Other: FL16708 R8 AC PER4664�1.SS 2017 11 1.7.pd. Created by Independent Third Party:Yes 16708.4 D Design Pro/Smooth Pro Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1,jG708 R$ 11 A010874A XX,GLZ SS 71)10_08-ZB p f Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: FL16708 R8 AE PER4440.1 SS 2017-11-1.7•pdf Created by Independent Third Party:Yes 16708.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s)(X,O/O,X/O,X,O)Impact Opaque Door Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010875A OXO,OX OPO SS 2017-02-09.odf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: FL16708 R8 AE PER4665.1 SS 2017-11-17.odf Created by Independent Third Party:Yes 16708.6 F Design Pro/Smooth Pro Single with sidelite(s)(X,O/O,X/O,X,O)Impact Glazed Door Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II AO10276A OXO,OX G12.SS 2016-08_25_pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E.73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: FL16708..._RB AF EB.44 1,_1-SS.-2 17_]1:;:.17.:.P_df Created by Independent Third Party: Yes 16708.7 G Design Pro/Smooth Pro/Studio Double with sidelite(s)(XX,O/O,XX/O,XX,O)Impact Opaque Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing • . a __ ___ - _ _ _ _ _ • ___ ___ ____ ___ _ PREPARED BY: _ JYD4N' /am BUILDING DROPS,INC. 398E DAN IA BEACH BIND3004E.338 PH:(954)399-3478 TAM:(9561746.4738 WEB:www.buildinBdrops.Com DESIGN PRO/SMOOTH PRO/STUDIO IMPACT APPROVED 371/2"MAX. o O.A.WIDTH J Lu m q'744`�° FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/2"MAX. ��F �� I o o w 0 o.W 2 O.A.WIDTH e W-t W 5 a a 0 0 ao 0 < gx"'L'- x MEM t0 y viw ',g ' zz GENERAL NOTES: V, ® I v_ 0w m 571. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA a In QBUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: _ _ xI© a y Z u• TAS201-94• TAS 202-94 °� J• TA5203-94 = ,I© a m< o e o o Q Lu cc f!"" 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE z w".4 0 'II MI�I - z z LL 0 ACTIVE z 71 RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE Z"- ©O ACTIVE 3-cC ©O = w a` • FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF u'�i-cC O z S 3 O © r i v s W` INSTALLATION. j ui O © = O? p I! w d 01/1{I m I/� F3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 2 IIII�� I!I A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED _.3 • REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Add ADA sill,Multi-Point Lock GL 06/23/14 DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT ©N0�©�0�000 ©k07 I Q�Q�O RESISTANCE. X0000000 (0000000 5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH p rip.ELEVATION 1 O H TYP.ELEVATION 2 DOCUMENT mIR sEPRORT. IM OFBUIL4Oaop9,INC DOORS ARE QUALIFIED. Q 6'-B'DOOR 033503 I 0'-0'OOOq HEIGHTE OR PRT AND CONSENT Oi BUILDING LCROPS.IINC ALTERATIONS.ADDITIONS.HIGHLIGHTING.OR OTHER 6. NOTE: AFC° H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. MARKINGS ro,w0DOCUiuENrARE3Or;ERnORoAN0 `��59'FFI'Y'iI�fr: 9 REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT \\\ � PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY \\\ 0-S F, O /Pim OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH a OH HEIGHT 15 21.0 `9,�Q'- F.t,; ', NOTE: 7 .. DOORS SHOWN ABOVE MAY BE LEFT * • - / : * OR RIGHT HAND OPERATING DOORS. 7- -0 - ,.TAT1 '' \ ' OPIbD \ 800. J7e9DDN9pptgai W TABLE OF CONTENTS KMCERT.0f AuTHORRATION NO.29578 SHEET REVISION SHEET DESCRIPTION )1gitally signed by Hermes F.Norero,P.E. teason:I am approving this document 1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES )ate:2017.02.0915:24:09-0500' 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14 3 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS DWG. Y: CHK.BY: MAX.OVERALL DESIGN PRESSURE(PSF) G L/TJ M SS/MSS 4 A VERTICAL ASSEMBLIES NOMINAL SIZE MISSILE CONFIGURATION IMPAR SCALE: NTS 5 A HORIZONTAL ASSEMBLIES INSWING OUTSWING WIDTH HEIGHT RATING G 6 A WOOD SUBSTRATES 1 DW .It POS. NEG. POS. NEG. A010871A 7 A CONCRETE SUBSTRATES X 3'-0" 6'-8" 65' 65 65' 65 LMI&SMI SHEET: OF8 8 A COMPONENTS&BILL OF MATERIALS X — 3,13" 8'-0" 50' 50 50' ` 50 LMI&SMI 'SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1. -J.... INSTALLATION NOTES:-- - -- - "- - - - - - - - - - _ _ PREPARED BY: 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 1,'. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 398 E.DANIA BEACH BLVD.,STE.338 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANIA BEACH,FL 3004 PH'.19541399.8478 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TOFA%:1950744.4738 STUCCO,FOAM,BRICK VENEER,AND SIDING. ^37 1/2"MAX. WEB:RWw.building4r"pvmm O.A.WIDTH N 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 3"TYP, 0 Lu OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 0 C2 O j m N MANUFACTURER'S INSTALLATION INSTRUCTIONS. t , I�i—�I I H z c o m N 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR i F Q IILJII i O 0 Z °1 i m JOINTS. EDGE DISTNCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE iD I t'=-'� a Q "' " SHELL OF BLOCK. _,F I — ti C Fes- 5 a=-' 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK .4____, oQ M 0 a If. CONCRETE/MASONRY CONSTRUCTION. _ U } . c�iD l7 14 1w 0 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE n = 4 F C a FOLLOWING PROPERTIES: CT F" ~ a— rF��' A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 6 m¢ o p Z W: B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. Z LL u 0 W Z ✓" C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 3 z 3 z z �q OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 3 . w 4 + w O Q PSI. O z Q N = - LLI Q ti4a D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH a a` OF 2000 PSI. H, / Lf- w a 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR F_ LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. v ~ Z IREMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM ini---'- 1- • EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ( y 1 - -1 Add ADA sill,Multi-PDInt Lock GL 06/23/14 A2 A2 ANCHOR TABLE O1 TYP.ANCHOR LAYOUT z B'-0'&8%0'DOOR HEIGHT DOCUMENT IS IRE PROPERTY OF BUILDING DROPS,INC NC 6'8"DOORS 8'0"DOORS EMS nour WRITTEN REPRODUCED ONSENT of BUILWHOLE NG DROPS INC. ALTERATIONS,ADDITIONS,HIGHLMITTNG,OR OTHER MARKINGS TO TRS DOCUMENT ARE NOT PERMITTED AND ANCHOR MIN. MIN.EDGE Ix````iE19L1'gP{I�I�9//�7 ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.O.C. SIZE EMBEDMENT DISTANCE SPACING AT SPACING AT ..`S�ES 'N0 /, AMBS JAMBS NOTE: �``- •••••.A•ffFF -,...,pc, •�'p i COOD j 2X NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. "Z('4/1">' �;0 ^ 2X WOOD BUCK `/((,7- 4" ,SCREW 910 1-1/2" 3/4" 17-1/2" 7- 4" T C 71.- OR FRAMING ^- ITWTAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1 4" ^ 'O • -,111s.17 0C 1-3/8"-CONC. i�OT••••• P V•44/ ELCO ULTRACON 1/4" CONCRETE/CMU 1" 17-1/2" 17-1/4" ',j t% "••••..D.. C1j 1-1/4"-CMU �F� 'i'DA-PI �i3�Y�S�`� ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" nsC M,O A 039 4g ELME CERT.OF AUTH0RI3ATON NO.395]8 El B2 2-89 X 2 1/2"PFH SCREWS 02.05.14 : -, 2-#9 X 2 1/2"PFH TH ®® DT I YPOPPE DWG.DDATE: Y: CHK.BY: PFH SCREWS MULTI-POINT SHOOT BOLT A'f G L/TJ M SS/MSS .=. p PLATE LOCATION lug SCALE: NTS DETAIL 82`_ (RH PLATE SHOWN))2 DWG.H:A010871A TYP.HOPPE 1-BOTTOM SHOOT pNow MULTI-POINT SHOOT BOLT BOLT PLATE I;= I SHEET: OF8 PLATE LOCATION HOPPE#2098911 zSILL SECTION VIEW z HEAD SECTION GVIEW 2 INSWING SHOWNO181V49G SIMILAR INSWING SHOWN OUTGWIN51MIlAR / SEE DETAIL 82 SEE DETAIL 02 PREPARED BY:A \ l'Z ` BUILDING DROPS,INC. 398 E.DANIA BEACH BLVD.,STE.330 4 1/2"TYP. 4 1/2"TYP. • , DANIA BEACH,FL 331106 PH:195413998478 FAR:MS41144.4738 1 1/2"OFFSET—NI. wea:www.DmmmRaFDP%Lem II 2 0 • I Odo mo pOH VIc I ° po a4� A w �> Y J D,LL,.Q k Ls + a SL230 SL130,LEFT SL130,RIGHT SL230,8'0" SL130,8'0" ti a D Q 5 a= I— 0D. CO LL "'2D_ - - H OQ x (:) "5 - J C7 a• z � ZD W 0 2 O O Q ' fMo • W 2 'U + � I P I REMARKS BY DATE SL220,LEFT SL220,RIGHT SL300,LEFT SL300,RIGHT SL600 3 TYPAANCHOR LAYOUTL 2%BUCK IN Add ADA sill,Multi-Point Lock GL 06/23/14 ASONRY QUALIFIEDSKIN PATTERNS _Add Qualified Skin Patterns .L5 12/21/16 THIS DOCUMENT IS THE PROPERTY OF BUILDING DROPS,INC .2501.010 AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS,INC. +DJD ALTERATIONS,ADDITIONS,HIGHLIGMING.OR OTHER .092-.005 .0301,030 MARKINGS r0 THIS DOCUMENT ARE NOT PERMITTED AND • E...../ 1N4ATID6 4PFl"!'i'F9% 11/4"MIN.EMBED TYP. ♦♦♦N S F, �/ 1 III z2_ TYP.GROOVE DIMENSIONS .t'4// ; — .•F) I. N SEE TABLE 3 :: \ o V .D f = ro77 • TAT • a ®'A z P 2X BUCK ANCHOR TABLE ��p:./yip.0.•.. 41./ - MM l7lir ,,� p 6'8"DOORS 8'0"DOORS 2X WOOD BUCK 2X WOOD BUCK INSTALL. MIN.EDGE MIN.CENTER 'a E� DAME M.3778.a♦♦♦ ANCHOR PER BUCK ANCHOR TABLE ANCHOR TYPE ANCHOR SUBSTRATE MIN' DIST.TO TO CENTER MPS C04 cc M SIZE - EMBEDMENT SUBSTRATE DISTANCE MAX.O.C. MAX.D.C. AUTH znnaxx0.3ssTa SPACING AT SPACING AT 3 2X WOOD BUCK INSTALL. 02X WOOD BUCK INSTALL. JAMBS JAMBS CROSS SECTION SIDE VIEW ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8""--CONE.CM U 1" 4" 25" 30.1/4" DATE02.05.14 1-1/4 NOTES: DWG.BY: CHK. Y: GL/TJM SS/MSS 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. SCALE: NTS 2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.JJ:A010871A SHEET: OF 8 3 • • -/- _ __- _ _ _ _ _ _ _ _ _ _ __ _ __ _ _ _ _ _ _ _ _ _ _ _ ____ _ PREPARED BY: ` 12) BUILDING DROPS,INC. r//1/11/1 //// / /// 398 E.OANIA BEACHIABEAH,FL 33004 E.338 • ///// / DA7-1 PH:9EAC99-847004 PH:19541399-BA)8 // •/,'}1„ b FAX:19541344.4338 WEB:www.buildingdrop5.c0m INTERIORIII EXTERIOR EXTERIOR INTERIOR ® O5 O m m R e 0 M� r © INTERIOR EXTERIOR F o m N _I(I r __ ;� b to o��Ll-, w LL i g xCC 03 gQ oa m�an- 0 0~ LU m3 1 OPERABLE HEAD 03 OPERABLE SILL 04 OPERABLE SILL O oa yy 4 OUTSWING SHOWN-INSWING SIMILAR 4 INSWING 4 OUTSWING a Q ENDURA ZAIL4565F AFCOJ 2297 • F W' Q W *i. N m h 1- EXTERIOR INTERIOR 0 - REMARKS BY DATE INTERIOR II EXTERIOR a AA'� INTERIOR EXTERIOR Add ADA 50,Multi-Paint Lock GL 06/23/14 O oo V 8 1 �I a_____. AL,! DNENTIaTHE PRDPER NC IIIIS DFaDIDNDDRDPa.I MD SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT SENT OF BUILDING DROPS,INC. ALTERATIONS,ONS.ADDITIONS,HIGHLIGHTING,OR OTHER CD OPERABLEADA SILL06OPERABLE SILL07OPERABLE SILL MARRINGSTN````i�F��,ilf,''' EDAND INSWING/OUTSWING 4 INSWING 4 OUTSWING ``����BS F Q i,�' ENDURA HC15000 AFCO A-276/P-2000 OPTIONAL AFCO H-497 _. _ro▪ • 1 ;9V i� O 39BE.�lyZ F�.Ai X1' '11 0 INTERIOR EXTERIOR PE CERT.oFAurxoarzAnox NO.39578 INTERIOR MI EXTERIOR FR �:J.�. �7�17 .... PM.A_N F�. .rr- -' DATE: 02.05.14 1± ^:h':'•"c4 - �7 DWG. Y: CHK. Y: GLITJM SS/C) MSS SILL OPERABLE SILL SCALE: NTS OUTSWING 0 OUTSWING DWG.R:A010871A OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F SHEET: OF 8 4 cPREPARED RV: S. HINGE SCHEDULE HINGE DETAIL ATJAMB: PLACE Sig X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP BUILDING DROPS,INC. - DOOR HEIGHT QUANTITY 398 E.DANIA BEACH REVD.,5rE.338 pANlp BEACH,FE 33W6 6'B" 3PN:056)399447S FAM:19541144.4738 4 \ WEB:www.buildin&draps.con, -sSSSSSSSTI1 �1,z/%/;fztzz. -o MIDIKIM23 O .:.SYYRSS' 1, 2Z E to m° d II I ., W IT e°7•C �� 11 1 \0 J o.-m m /�/ © \\\ / 1 CLO W S // \\ ® z W /%, ow INTERIOR INTERIOR \\\ / Oa � 1 1-88%2-1/2"PHILLIPS Q Q 1-1% FLATHEAD WOOD SCREW C) ~ .... _ a. o � �/ MIMI i1�61 � 3.99%3/4"PHILLIPS NJ ,[44,• )`I FLATHEAD WOOD SCREWS }✓}�'" in EXTERIOR EXTERIOR a 0 O P' 4-#9 PHILLIPS FLATHEAD WOOD SCREWS USE 3/4"LENGTH FOR 6'-8"DOORS l� USE 1"LENGTH FOR 8'-0"DOORS CDLOCK JAMB 3 HINGE JAMB OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR REMARKS BY DATE Add ADA sill,Multi-Point Lock GL 86/23/14 9-N9 X 13/4"PFH13-k8 X 1 3/8"PFH(6'-8"UNITS) • 3-#8 X 2"PFH 15-#8 X 1 3/8"PFHUNITS)8'-0" Hspuw.GcENnHEsrPRaneervo,RullnwG Gaons,Ixc 8-N9%21/2"PFH WI HARDWARE W/STRIKE HARDWARE ( WI STRIKE HARDWARE (6'-8"&8'-0"UNITS) 1-MPL STRIKE PLATE COMES WI HARDWARE nxD sono Nar eE 6EPaoou(IowwBOEE Da Hoar w41nor W8ILTEN CONSENT w RUIIDING DRDPS,roc AITCaAtION9,ADDITONs,HIGHIIGHTING,OBp633 4-MPL STRIKE PLATES 4-#8 X 1 3/8"PFH ....GS To).s o CUMExiw mx pomme)ANO 1-REINFORCEMENT PLATE Ixv```�F'r(i1 FLTiIfpi;� s ® HOPPE M2512296 .�````���5 F..Aio �''' EXTERIOR EXTERIOR �(1,\. T -,p _ _-- — 1 �. ,I, t ��— 1 5 I -v •: TAT •� • •i'i`4-i_ ��� •==•=)I • Iii - ! 1 •�0 •••q„..pi,.: <": INTERIOR o 4— INTERIOR 11 39 . FBPEcc_AurHDuunGNNo._ • 4 ROCKWELL MULTI-POINT LOCK JAMB CD HOPPE MULTI-POINT LOCK JAMB 6 HOPPE MULTI-POINT LOCK DATE: 02.05.14 OUTSWINGSHOWN-INSWINGSIMILAR OUTSWINGSHOWN-INSWINGSIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG.BY: HK. Y: GL/TJMSS SCALE: NTS • DWG.4:A010871A SHEET: OF8 5 J • PREPARED BY: `— - � -- - - - - - - -- 2X WOOD BUCK - - - - LBUILDING DROPS,INC. •MIN. i y W 398 E.DANIA BEACH,FL 330DANIA BEACH BLVD.. E.33B EDGE DIST. 2 o w /"�/ WOOD ANCHOR PH:(954)399-8478 SEE TABLE SHEET 2 SEE TABLE ON SHEET 2 V.m � FAX:1954)744.4738 0¢_ ,.....,.II WEB:www.HRaaIRBaroP:.mm INI oIN --__ //I SILICONE O `� 25 WOOD BUCK / •`D Ww h.... Iflrl O m°n'E $ �T+ 1-.11. c.w Ln 'E°.,''in 1.-,A= //• '/ ', D MAX. 2X WOOD BUCK Q 5¢i LL - WOOD ANCHOR SHIM o�� O¢ I- mya SEE TABLE ON SHEET 2 MIN.EMBED. Um SEE TABLE SHEET Lci \Q 0 C® HEAD (TYPICAL) Q JAMB (TYPICAL) O3 OPERABLE SILL a 0 44.v OUTSWING SHOWN-INSWING SIMILAR v/ OUTSWING SHOWN•INSWING SIMILAR 6 INSWING-NO ANCHOR REQUIREDQ '' ENDURAZAIL4565F Ly O .' SILICONE W:. ♦11.(L SILICONE 4*1.: 1- 111-1-1111 - SILICONE C►: f:. ..-.-a.,..-.-.A 1111...1 ►_�p�1:��. fil•l•�Oll���!.< ►x.111. 2X WOOD BUCK 2X WOOD BUCK REMARKS BY DATE Add ADA SII),Multi-Polo[Lock GL 46/23/14 2X WOOD BUCK THIS DOCUMENT IS THE PROPERTY OF BUILDING DROPS,INC AND HALL NOT BE REPRODUCED IN WHOLE OR PART • WITHOUT WRITTEN CONSENT OF BUILDING DROPS,INC. O4 OPERABLE SILL 6 OPERABLE SILL O7 OPERABLE SILL ALTERATIONS, �MEililiroEAMnEo`�ND INCA`�t�a`rFirf�f?;� 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED �% 11 AFCO1-2297 AFCO A-276/P-2000 AFC()H-497 ....,••‘Oe F.No „�' 441k1-•'? 7. "0 • TAT •' ONI SILICONE k;iill4L.Irl.,, SILICONE SILICONE ase >�!R )_1-4.�� 1�1��1EE T. /AUTHORIZATION 3 .zsne 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 DWG. Y: CHK. Y g OPERABLE SILL 9 OPERABLE SILL 1� OPERABLE ADA SILL WG TJM SS MSS O OUTSWING-NO ANCHOR REQUIRED O OUTSWING-NO ANCHOR REQUIRED INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 ENDURA 2OBL4565F ENDURA HCI5000 DWG.#:A010S71A SHEET: OF 8 7>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW V C SECTION OF HEAD OR JAMB AS LONG AS MINIMUM \ EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. . J —_ - __- -- -__ __ _ _ - - - - - _ - - - - - - - --_ _______ PRE '' \ PARED BY: MIN. 10 WOOD BUCK EDGE DIST. 1•-•2 (OPTIONAL) BUILDING DROPS,INC. SEE TABLE SHEET 2 N • 398 E.DANIA BEACH BLVD.,STE.338 t'_••'zE DANIA BEACH,FL 33004 2 m 11�-_1I1 %% CONCRETE ANCHOR SILICONE III PH:(954)399.8478 w a •1■', % FAX:19S4)744.4738 SEE TABLE ON SHEET2 -��► ►, I- !i F�� I WEB:Www.Bulmmedr0P5.CorU w W CONCRETE/ %� O o MASONRY % Q • CONCRETE/ O o n z_~ 111M11 BY OTHERS 4 / MASONRY 0 3 m o N ` _ II+ N % BY OTHERS h o,T, `lx WOOD BUCKp /% Q p W a_m°�° % •I (OPTIONAL) • D.zs^ o cc Q 5, c1 %%. .� . t :� MAX. �y Fes- nLL o�..I •'• SHIM OC L,-, f°�d CONCRETE ANCHOR O Q m ' SEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS N - MIN.EMBED. L Q SEE TABLE SHEET OIL W O HEAD (TYPICAL) O JAMB (TYPICAL) O3 OPERABLE SILL a W OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED L7 U0 c ENDURA ZAIL4565F Q ZO E+° /!!:): SILICONE W.`- Iii ,' for � SILICONE �;i; SILICONE REMARKS BY DATE ,Q • d .Q • d .Q • d Add ADA sill,Multi-Point Lock GL 06/23/14 O. O. O • CONCRETE/ . •- CONCRETE/ . •' - CONCRETE/ - • . - •MASONRY •. . . - MASONRY • • - MASONRY • ' BY OTHERS BY OTHERS BY OTHERS • THIS DOCUMENT IS THE PROPERTYOF BALDING DRUPS,INC • AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS,INC. 4 OPERABLE SILL O OPERABLE SILL O7 OPERABLE SILL Mq`;„STI°"`'ADDITIONS.”""°`"TIN`.°"OTHER 9 TO THIS DOCUMENT RE NOT PER/AMMAN° N AL�,cF��F� I►Ifv,; 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED `S‘� S F. /�( //• �� "FCO 1-2297 "FCO A-276/P-2000 AFCO H-497 `.. Oy. ,.,[�o 5 iii •Z'4(/‘:".c J; in 0 - C•'0I,.1:l4et. SILICONE �� SILICONE SILICONE - dd d 39 f�lryl I 441 4 • d 'G d • d 'G d - d FBPE CERT.OF AUTHORRANON N0.39573 4 • CONCRETE/ - • CONCRETE/ CONCRETE/ • . MASONRY MASONRY • MASONRY BY OTHERS BY OTHERS BY OTHERS OPERABLE SILL0 OPERABLE SILL OPERABLE SILL DATE: 4 Y: OUTSWING-NO ANCHOR REQUIRED OUTSWING-NO ANCHOR REQUIRED OUTSWING/INSWING-NO ANCHOR REQUIRED DWG. Y:02.05.1CHK. "FCO A-117 ENDURA ZOBL4565F ENDURA HCI5000 ADA G L/TJ M SS/MSS SCALE: NTS DWG.B:A010871A SHEET: OF8 ED,OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW J SECTION OF HEAD OR IAMB AS LONG AS MINIMUM - / EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: --\ BILL OF MATERIALS - - - _ 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK- //�\ ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 ./..\,,4k)': ` . FINGER-JOINTED PINE BUILDING DROPS,INC. SOLID PINE '®` .:1 ' 390 E.00T0*BEACHBLVo..5TE.330 1 FRAME HEAD/JAMBS LAMINATED VENEER DAPHp19541399F 0428 LUMBER ® EAX:)9s4)T44.4T3aCOMPOSITE 1 wEO:�.euildingtlrDps..om 2 (NOT USED) /� t II 0 QES ,c 3 (NOT USED) III - 2 m D,,,, W z 1 m ry 4 ENDURA ZAIL4565F THRESHOLD - �O Q oFE 5 AFCO J-2297 THRESHOLD - C j 2 Et.1 'H 6 AFCO A-276/P-2000 THRESHOLD - —y - LI- 1 I1. 2-a g a 7 AFCO H-497 THRESHOLD - 0 o' 8 AFCO A-117 THRESHOLD - o OOO U n® H Q Q 9 ENDURAZOBL4565F THRESHOLD - O 0 HANDLE z °"=" ° ---- HEIGHT o_ Q 4'o 10 ENDURA HCI5000 ADA THRESHOLD - O 9 T"34_ 2 to C•14 11 WEATHERSTRIP URETHANE FOAM& O ° 0 vE z e-" POLYETHYLENE of o ° _ o Ro 0 LU 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE n EP° '�°' z r'n^� tta HANDLE ;; G Q p.y;; 13 (NOT USED) - HEIGHT °` _ CL Odi 14 (NOT USED) - a I �= \'%_" ~ OU 15 #10 WOOD INSTALLATION SCREW WI 11/2"MIN.EMBEDMENT STEEL 0 0 U 0 ° 20 ° °z REMARKS BY DATE 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL I �. _ Add ADA slll,Multi-Paint Lock GL 06/23/14 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL _ 18 KWIKSETLOCKSERIES400 STEEL -% i c •�[I 19 KWIKSET DEADBOLT SERIES 780 STEEL So I 0 i0 ;' THIS DOCUMENT 6 THE PROPERTY OP SLUGGING DROPS.INC ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT AND SHALL NOS STEEL BE REPRODUCED IN WHOLE OR PART 20 ROCKWELL MULTI-POINT TONGUE LATCH#73228780 8-0 UNIT m X 000000'zoomo9E,R:00080000 off MCP 0.63" MN` NGS TO THIS DOCUMENTARE NOT PERMITTED 300 N "d �NOAE`TO)rlrliy�i 21 • .HOPPE MULT-POINT HARDWARE HLS9000 STEEL - `\\\\n S F. //// 1[ _ 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL 0 ,,' OO `z.`����y\'�.•••�•�� /�i�' 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL s • • ` Z` \ . " � —4 1.65'J.-. O� L L31(R. ..• 41 OFRAME HEAD/JAMBS ENDURA ZAIL4565F O AFCO 1-2297 O AFCO A-276/P-2000 22 HEAD SHOOT BOLT PLATE(LH) '//' %$t�°Fr.•%% VARIES,SEE BOM AT LEFT O THRESHOLD THRESHOLD I THRESHOLD I EBPE'EERT°dOo'{toiERyIYI �B L j// 1.02/ 27.1 / // :/ I L '--.., AUTHORIZATION NO.rive � _"�i///a !i�i�il�l�l��'.I � •��••••-1 a �Lfi����i.��e'J - u t 4.563" - 4.56"--I I--5.62" I - 4.57" I 1.75" DATE: 02.05.14 DWG. Y: CHK. Y: O AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F O ENDURA HCI5000 ADA O HEAD SHOOT BOLT PLATE(RH) GLITJM SS�MSS 7 8 9 THRESHOLD 10 THRESHOLD 23 I SCALE: NTS DWG.#A010871A -TATC" - 1ill-1), SHEET:. OF .If ►•ice O0 I 8 . . �" 4.58" - 5.00" \ ' I 4.02" - I I 4.56" - o 1.75" .—__ __/ ___ _ _ __ _ _ _ PREPARED.BY: 1 BUILDING DROPS,INC. WINDOWS & ' DOORS +.�xt.661xsl6N,ai6...0.rae ,_,_37 1(2"MAX. .1,1663 u:(13.S{ !,.ars O.A.WIDTH ,it,',633;644.4:16 AS t DESIGN PRO/SMOOTH PRO FULL LITE _ IMMO " ---- _ 371(2"MAX, ti IMPACT APPROVED b OAWIDTH r____,,,,,,,,, zLel > "411,111111 vwQ DC7 �oN FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) r„, ,,.,,,,,, ,, A ow Nz np Qct a�, 3. F r z 0¢ ZZ K�r �lo0— X o o S GENERAL NOTES: id io Wp ti N 4+ d rj O 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA +� ^Ns j 0' _ p ctQ BUILDING CODE(FEC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: ec w., 77 5 c,m z a w Z /—i• TAS 20'1-94 z c .6 0 rZt )1,411High s z 2 w a �� • TAS 202-94 z,, .. 5 a •" ▪ TAS 2.03.94 j , CA ---, I.41 '';''. j M 5 z O Z LI,O Q 1y�,, 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 0- `� d N �`n RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE w FOUNDATION IS THE.RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROTECT OF CG INSTALLATION. G. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE.GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORAll I r A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED �r��I � e e ��T/�����T�� 1 REMARKS BY DATE HEREIN,A LICENSE0 ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS � 4 �17�� WIMP ° 10"©$air 01401)4 66,01 4,16650s 1.2. 61.66.12:3114 TY .ELEVATION 1 / `ti TYP.ELEVATION 2 �1 / 6,1.OQOp HEIGHT l,ly/ 8'.0"DOOR NE14F{T t6.10EURJ'4.t'Jr2 1$64/24)1(+ 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1305 GLASS CHARTS.SEE SHEETS FOR GLAZING DETAILS. u m PktS t L a G AI "e t6 O ,, :arr r( 4 n F.4.1,iWtY,RN.,InnNt.HI.,MSTT KfIV ti. 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GM BLINDS BETWEEN Msytt:,:?,,..11,�?�E1114.1°rtt,�•=':�°-•H,, GLASS,DECORATIVE,AND EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES. ,,.T.,,T„71•.,."„ `yygillldq// 7. NOTE: AFC° H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. �l� 7!� REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT , A.S /Y Op ,,, PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED B. ``�,�Q"�,• i�/+ ��j�` OVERHANG SUCH THAT OVERHANG IOH)RATIO OH LENGTH OH HEIGHT IS 2 1.0 DOORS SHOWN ABOVE MAY BE LEFT '/140, �317.f - OR RIGHT HAND OPERATING DOORS. * "9`T�t J F i *.Y TABLE OF CONTENTS ''.'„((s.47.15. "7.:. . Ct . �•„*'1&\ '. SHEET REVISION SHEET DESCRIPTION e.,tjR ,S``` u l8irt fittiKti`L L 1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ' Digitally si4ne4 by Homos F.Noreru,P.O 2 R TYPICAL ANCHOR LAYOUTS AND NOTES Reagan:I am approving Inis uocumont Dote:2019.0829 19:11:23-(1400' 3 8 OPTIONAL 2X BUCK ANCHORING DETAILS 1 MAX.OVERALL 4 B VERTICAL ASSEMBLIES DESIGN PRESSURE(PSF) DATE: 02.05.14_ _-_, NOMINAL SIZE MISSILE S i6 HORIZONTAL ASSEMBLIES _ CONFIGURATION l— IMPACT DWG. Y _ CHK, Y: WIDTH HEIGHT / INSWING OUTSWI'• RATING GL/g TIM SS/MSS 6 B GLAZING DETAILS -.i POS. NEG. POS. NEG. SCALE: NTS _ 7 B WOOD SUBSTRATES X ' 33'0" G'.8" 65" 6.5o 65P° 950 NI&SMI I B RC...... .TF.SUBSTRATES , X RADIUS 3•-0" s-s" 65" 65° 65' 65° LMI&SMI DWG.4:A010872A 3'-0" R'-O" 50' S0 so' 50 Llvil&SMI SHEET: OF10 9 �B Y � COMPONENTS&BILL OF MATERIALS � �� X 1� ` 10 ' R COMPONENTS A:SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. \ B:DESIGN PRESSURE LIMITED TO 4'(-5D PSF WITH LISE OF GU HARDWARE,ITEM 427 -! - INSTALLATION NOTES: _PRCPAREQ 3Y: ..\ _ _ 1. ONE(1)INSTALLATION ANCHOR*REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S),MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE 1/4 INCH,SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE ]11ftE.enr,,,eaeA,_..,vu..SIf..Tea CONSTRUCTED OF HIGH DENSITY PLASTIC DR BETTER. f,AN,A earof,Fl.MN 37 1/2"MAX. Pit:r6.5) 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO O.A.WIDTH VAX:7454r44A711 STUCCO,FOAM,BRICK VENEER,AND SIDING. 3"TY., LO 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL C2 I C2 tuh. W OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR , "•1 0 a`'�.,.,c+ MANUFACTURER'S INSTALLATION INSTRUCTIONS. ' ~�— j Z o S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR '� 1D OL. Z a °°-, JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE K < "k STIFLE OF BLOCK. ( I, ti¢,O. H 15 ILL 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK S I p M j a CONCRETE/MASONRY CONSTRUCTION. ...s Ems-., "'+` . b ,: ,,s w r ............. ........... F Oa 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE I., m s �y FOLLOWING PROPERTIES: z°i a4 = O ct G, /ten A.WOOD-MINIMUM SPECIFICGRAVITY OF O.SS. Z"- u r v Z = W. B. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, • C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH j F 0 , a I w w L-) ✓"" OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 0 2 1 H : N 0 t( � PSI, 2 J D.HOLLOW BLOCK CMU•UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 'Q �, OF 2000 PSI, w }V W�� B. SEE SHEETS 7 AND R FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR I Aiiiii LOCATIONS,EDGE DISTANCES,F.MBEDF.IF.NT5,AND SHIM SPACING. '� I �� REMARKS BY DATE 9, OPTIONALLY,ANCHORS CAN RE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM —""' -•" ,aid ADA.sW,MP tock,W4o U. GL 06,23/14 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. Trip ANCHOR LAYOUT A33GGH1fd",'oYe LS 53124/'66 2 ANCHOR TABLE I RB"DOORS B' S .,W,11,11,15,61,11.0.0,AND s,V» 0x MUMP..,OK. 7w,rn::, Ma,s03.0.....4.1.11. ANCHOR MIN, MIN.EDGE .rozrs+,r,,, ,a71.,,nm.nu:veu<«n:nxza ANCHOR TYPE SUBSTRATE MAX.Q.C. MAX.O.C. ":znxwcrate=e. SIZE EMBEDMENT -DISTANCE F```tttltlll!!!//2� • SPACING AT SPACING AT t6[d8� JAMBS NOTE: J��tv1Es iv fi,ice NO ANCHORS REQUIRED AT THF.SILL FOR SINGLE.DOORS X ONLY. ...._...._..______._—_'}"_'-_"'___ 2X 4VODG BUCK 1-77- 1/2 _..__---.7.---17-7-----. -7- WOOD3 4 .7-7 2J (} ��<G ylL(fy :'pO�i SCREW 1 410 ,...,„...„4„.„.„.._. • ' t ! { :i"\1 ,317W,„71.... FTW TAPCON 3/16" CONCRETE/M.1 1`1/4" 2.1/2" 17.1!2" 17.1/4" 7.2 � i4 E 9F 1-3/B"-CONC. ''739 ,5'( OE'',:•, ;NJ ~ ELCO ULTRACON 1t4" CONCRETE/CMU I" '17-tl2" 17Q/4" • I".i.(4",CfidU moi- ef,V;rus • ." ITW TAPCDN 3/16' CONCRETE/CMU 1-1/4" 1" 10" 14.3/8" N4 u»a�"tn?`t IfiF'NlsSSe,, BZ` f • (-z..KR x z 1/2"PPFI l SCREWS_ 2-49 x z:lz'PM DETAIL D2 ` ~� DAM, 02.05.14 YH SCREY•r5 TYP.HTSNOOU DWG. Y: CK, Y: MULTI-POINT LOCATION T BOLT • PLATE LOCATION GL TIM SS MSS DETAIL B2 - (RH PLATE SHOWN) SCALE: NTS TYP,HOPPE/GU'• 02 --�- E BOLT SHOOT DWG.±::A010$72A MIULTI.POINT.SHOOT BOLT PLATE 4• • •••••••momI PLATE LOCATION11111111, SHEET: OF10 Al SILL SECTION VIEW [�C,�``)HEAD SECTION VIEW TAIL 02 /�) 2 INS`'MMGSNfI`W'&0U104 1J4444 2 ,NSVA]4G SO N O,,TWNG S,M,MA1 2 J __ (__ __ - _—_---_-_ - - - - - - - -__ - - - - -___ - - _- ___-_ _ PREPARED V: - w BUILDING DROPS,INC . 4951.NINA X99513194...41F.398 WiM!A FEkI"it,ft.13M1 :41-','901)'44454 41/2"TYP. 41/2"TV, t .N39.v,«,..F,,,levz4.1,,,,,,,: ' 11/2"OFFSET-S'. . 0 _I I r S1 T I4 0�2 I,4Y J "LL �v y N t. 6.1 Fx.4 74-e n rt Ooq CO.tLl M`a . h. wG N� Y I vz pd qZ z Z a Z,i 14. LS. V I w O z a �` F_ H 1 REMARKS BY DATE _—. 1 131.1 ADA sill,MP Lark,R::aWr Is. GL D6/23/14 TJMON Add 6U H4111*4,o LS 00124115 U:vA;ANCHOR LAYOUT SR IIVIX iv C<JN(AY.Y(1MN5.10410 • 1,4446,95..t91 l 41,E..0.,41,,..40694.71.19..10, 1#i4PV.V,904 X0 X9fN4V,.x(P[0,9x319 CX NM 5,1,4:43 WRIzIEN(17494N0(I1 ttVi:.9310i)1444,494 AkIMIN>f4X,. :GIi:INS.H4.(04,11:'10.ON 0,40% 14M.X,Z5:V it,15 MOM.,XXX f1Vf 11,.ItIe.0 r11/4"MIN.EMBED TYP. ```ttt11111rr1r�2' z ,N ,� F.!t/ iii !N -SEE TABLE 2%BUCK ANCHOR TABLE ._...__._._ `~��' .N) ��-,' cj �o �� � � Q ®�� {,.O' ' 6'8"DOORS 8'0"DOORS ^*,.''� 47-7 ; * ? Z 1P ANCHOR MM. MIN.EDGE MIN.CENTER `'"ST J J I ANCHOR TYPE SUBSTRATEGIST.TO TO CENTER "-'ST/t'T (y� 2-.----- " SIZE EMBEDMENT ., , j ` N atm SUBSTRATE DISTANCE MAK.O.G. MAX.O.C, 1-9.,I.- •:< ( •j A. LI :-. SPACING AT SPACING AT .'O O o I r fnr.4st;uM• „� 2X WOOD BUCK 2X WOOD BUCK INSTALL JAMBS JAMBS f�FS ,, C3 ANCHOR PER BUCK ANCHOR TABLE .. '��la .r>�S� 17W TAPCON i/4" CONCRETE/CMU i-ij4" 2•!j�' 25" 30-1,/4" .�tivi 4kS a7Q3ft9 tPi EhN.;sr: RICO ULTRACON 1/4" CONCREI'E/CMV i•/4'-COST. M1„ 25" 30.1(4" co 2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL. 1-.t4"-CMV atm 53490N WA 1/11N DATE: 02.05.14 DWG. LITI MISS/MSS NOTES: 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. SCALE: NTS _,_. 2. ANCHORS MAY BF..STA3GERED AS SHOWN IN OFT/1114/3. fi: 114/3. A010872A SHEET: OF10 3 1 • — PREPARM.SP. t iti BUILDING DROPS,INC. .3M 3 RANI.$3A3n 33VI,.SIE.330 //VI/ ///Z'// ` , uax53r 433�a f 1itis0.1,t19 ,44WwC' 1111 —11 INTERIOR EXTERIOR ERRIOR INTERIOR i `7 i"TFFICR ./ EXTERIOR Jti m}pa Ea O W Ln ih C J d is 0. m x 1 OPERABLE HEAD 3 OPERABLE SILL CD OPERABLE SILL ° ,, _ `` /1 ! OUTSWINGSHOWN-INSWINGSIMILAR INSWING OUTSWING VI; : ENDURA 2AILA565F AFCO J-2297 l7 W z Gc rz, > : 61 g ----"Pi REMARKS BY DATE. EXTERIOR. INTERIOR { I 3d3 AGA;it,M3 tach,Rallis;33. GI.U6/23119 SENOR E EXTERIOR rim 0 NRERWR i I EXTERIOR / I I I f Add Gt,H d.a AS 34/34/36 _. 111.11.:; ' I . • E V 7 b v�W r 4V-Nr ,•YY V.i I'• 11Al�..�i.•a-•• d O f,X., 011 14 0 -:ro i k t t,,,....,„ - r 1.`�..^ Al.W.tall to RISPM:)ttC.1,K.CP PFS. N"Kul MM.,MS,N,or toms.;aanv;.RX. /11.0,11,...01141R 5 OPERABLE ADA SILL 6 OPERABLE SILL 7 OPERABLE SILL """n''T`{" """ ``011111JEJ1j` 4 INSWING/OUTSWING LI INSWING (� OUTSWING ES F. O ENDURA HCISODO AFCO A-276/P-2000 OPTIONAL AFCO H-497 `�,�' , ...#pp..i. � i,,' Z. Z '111/.37 -A.1. Q.1 1�Q,,, 'f�'C OF'..�<,,t" ( INTERrOR\ EXTERIOR "'`ft*E`P9`Ff[''1'1 -9`''° 0 INTERIOR j t EXTERIOR j , it 91.90 .........: ,,,' -L,7E--- .-F _ once: 02.05 14 - ' o ., DWG. Y: CHK. V: III GLITJM SS/MSS /g� OPERABLE SILL 19) OPERABLE SILL SCALE: NTS J ,,l DWG.:$:A010872A OUTSWING 4 OUTSWING SHEET: dF10 OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4S65F • (- HINGE SCHEDULE HINGE DETAIL AT IAMB: (s\� PLACE 49 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP (::::::/ DOOR HEIGHT QUANTITY • _ BUILDING DROPS,INC. i9R E.fut4M5EAfii 4.00..Si E,Mt EWE,R.FZSI,EI.1E�A R'D" 4 \, ,:srjlvMliia I I .,, lb, 14.1,;154)74,4 On 148lW !/F1 PL'.'.:X3. 3-#8 X 1 1/2"PFHSM 1-REINFORCEMENT •tUXYiUl tp.vre rP 1/I SHOOT STRIP \ 6 jib Do 0...--)......., \\,, �- r1 dop y > W 4 4 // \\\ 11 \ cr m 4 y W< // 11 INTERIOR NTER€OR \\\' pc F v. J jSu- '- - -- 1•49 X 2-1/2"PHILLIPS d¢ t�lr i~ M / El=..- r- ' FLATHEAD WOOD SCREW/ b < d 1 ( o Q Z y ~ 3•#9 X 3/4'•PHILLIPS (' 4-- Z N X: .huiji � Com' FLATHEAD WOOD SCREWS j ED +� W. iin EXTERIOR EXTER10,4` ,.I:... / N (.7 ✓+ 4-09 PHILLIPS FLATHEAD WOOD SCREWS �.•- 1,1 CC 17 USE 3/4"LENGTH FOR 8%8"DOORS y' C] Q . USE 1"LENGTH FOR 8'-D"DOORS 2 LOCK JAMB 3 HINGE JAMB CI) STT GU MULTI-POINT LOCK i, ►-; �� OUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR TOP/BOTTOM REINF.PLATE-ACFIVE PANEL ONLYf-. REMARKS BY DATE /44 At1A SY1,MY WEE.R«di/LE. GL 21/23/14 HOPPE Acid Gii E=;arsrvm9 LS 06124•'1i; 13-#R X 1 3/8"PFH(6`-8"UNITS) HOPPE 15-48 X 13/8"PFH(8'-0"UNITS) r-9.49X13/4"PFH 3.4X2 X-27,—"FH COMES WI HARDWARE 8•49 X 21/2'PFH W/HARUtb'ARE W/STRIKE HARDWARE _GU w'm mE s t EY ewe 6 f W -- V EI t _IRXr i t EYE PAW (6'-8''&R'-0"UNH'S) 1-NPL STRIKE PLATE 12-#8Xi.112"PEH((i-8"UNITS} 4- STRIKE HARDWARE cw 01 writ uwxmo 1 u nea. GU 14•#8X11/2"PFH 8'•0"UNETS > 4-NFL STRIKE PLATES 4-C1 PFH W.A.N.ul s.wa kl AVE no!Irc,re sxua i \ :. , �„••„--- 2-#9 X S/8"PFH 21 -- • 'L-REINFORCEMENT PLATE�� o Ir,v.,i, *e-.T.,�nw+r�>'ar:up W/STRIKE HARDWARE HOPPF.#251.22ri6 0 llliLlll!(ru F / 7 IrERIOR - r EXTERIOR - -/:/ -,..,:-'1 �XS,0�' F. 7O ,e• I /..._I 1 \ ail pr L a ) „.4._,,,,,,e^'''1"-,..--":„.„,,,- -#'''''': ' 1 mi."41: warn €NTEREOR ri ' --_!-tdTER€OR .--•'''' iii �E c,:::::::"::::::;::: 41 l.- ..__-��-yam.-r Een crvf tJ3 killikSk 11 111 4 MULTI-POINT LOCK JAMB C5).MULTI-POINT LOCKJAMB 6HOPPE MULTI-POINT LOCK DATE: 02.05.14�5 OUTSWING SHOWN•INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILARW TOP REINFORCEMENT PLATE-ACTIVE PANEL-ONLY DWG. Y: CHIC. Y: ROCKWELL HARDWARE HOPPE/GU HARDWARE GL/TJM SS/MSS SCALE: NTS DWG.II:A010872A SHEET: OF10 5 J PREPARED ay: C:l BUILDING DROPS,INC. E^4 I.(MAA 0EACA MD..SIE.UP LAM PMCI',f t AVM no:(KSFIS!1:.C. ELI .1 >~"§ u.0 C o m m cc> (I) WLL i '.4.F 1 .1"MAX.A1"MAX= 1"MAl(. 1(2'AIRSPACE 1(2"AIRSPACE 1/2"AIRSPACE 1"MAX. 112°AIRSPACE L.Z.C Q nay R ec INTERIOR. J I EXTERIOR INTERIOR , EXTERIOR INTERIOR EXTERIOR INTERIOR , I IXTER40R Z b m 4't LL @ 1/8"ANNEALED GLASS ' 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS � 1/8"ANNEALED GLASS 0 N 3 0.090 SOLUtIA NVB INTERLAYER w I 0.090"SOLUTIA NVB INTERLAYER ••© r' 0.090"SOLUTIA PVB INTERLAYER rJ 0.090"SGP INTERLAYER 4 p � z m 1'j z m ( z BY DUPONT Z Q W. z N 111 1/8"TEMPERED GLASS z v( § 118"TEMPERED GLASS .c N r�l/8"TEMPERED GLASS V, S f e.A �,,i-1/8"TEMPERED GLASS Q K Z. �iM -Dow 1199 SILICONE ai �' W 955 SILICONE w �� Is --DOn� DOW 995 SILICONE 4 a '1 11 -Dow 995 SILICONE ri .�i + DOW 995 SILICONE `tile, it, �l�a �' • • r ( 22 /- i-' 22 � r ® Ml r �.,\ REDLSEAL f. - -REDI•SEAL .. DOW 995 SILICONE REMARKS BY DATE —DOW 1199 SILICONE ("6'-8" GLAZING DETAIL (D81-0" GLAZING DETAILFLUSH GLAZE DETAIL GLAZING DETAIL Rannnmc,Ma;a ,ReD a GLDyh3/4 6 0 . .. . 201/2"MAX.D.L.O.WIDTH 6 . 23 7/8"MAX.D.LO.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS FU SC Nm°Fare S 95/2409 62 1/2"MAX.D.L.O.HEIGHT 78 1/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT IN 6'8"UNITS AT DP+/-65 PSF ONLY - "x 00...0:o{k1010E vaA,',`ATi.0 000001',O Lbw AC 0001/100.A01 iii Ft1MGASIV A,A X[<EAT 1,1000 0011EMM0.110 Of(001.0000 000:1,11W. 0.0010.4110/1'0.0010,1001.11100000A10..SAM 0.00+0010101";S MIA1M(01E Moi P,:ftm,:£D/AO 0„0 AA(AM(1an/earn*, • \5lglIll il//1 `�\‘` ..S F,tyo 7,i, ' ze.:-...14.. v�5T, E / :>Y , •tnrrtnnrZ, G\ ,`� '/ l're1101 il iAti .fra NOTE: FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS • DATE: 02.05.14 BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRONDWG. Y AND RADIUS ARE APPROVED IN ALL GLAZING DETAILS SHOWN � ABOVE. G L/: CHK. TJ M SS/MSS SCALE: NTS DWG.tl:A010872A SHEET: 01-10 6 J _-_ _ _ _ _ _ _ _ _ _ _ ___ -__ ___ PREPARED SY: /PARESSC^ i _ __ 2X WOOD BUCK 4.n BUILDING DROPS,GDROPS,INC. i0 22 / b APML'L t 33504 {NEIN. Z C'W !� 395 1 AA 2.a EDGE DIST, cam 1 I/ WOODANCHOR �'W / ! SEE TABLE ON SHEEP 2 'x .. 05,137.1.73,1 SEE TABLE SHEET • 4� � ��ts w.r.,,ant-,ry ,v '� h 4 ./. SILICONE l/ tw.. , 2X W000 BUCK \ /; -' '�^-+�` ...I'L—J,, w m m n %/' `// /, p .'L a ig /./;2. D.25'• cc 1- a 2 EA �_T SHtN! 2X WOOD BOCK O Q TY m`c� --WOOD ANCHOR0 2 SEE TABLE ON SHEET 2 MIN.EMBED. f,t R m r/--N\ SEE TABLE SHEKT 2 • ,. HEAD (TYPICAL) 2 JAMB (TYPICAL) OPERABLE SILL z 0 w5 7 OUTSWING SHOWN-INSWING SIMILAR tarOUTSWING SHOWN-INSWING SIMILAR INSWING-NO ANCHOR REQUIRED t-y 0 �'-" ENDURA ZA1L4565F wj µ 4 • [-SILICONE :�4 y "�♦':i rs ; p SILICONE �• a"'"7 W1, H R►� ♦ is ♦♦♦ ♦ ♦♦♦�! £�o......"...♦♦'�.e; -=- re4tr +. -A,Si W. Co,,,,.♦.��4.♦=•. . REMARKS BY DATE �"'--_� . _- . 2X WOOD BUCK `...� --2X WOOD BUCK !- ( . .------ _ r 303*OA sill,NI?Lock,Rai.tt; Si 50/23.13 Aad GU.Hartlaare IS OR(IF)diF 2X WOOD BUCK Tt•i1,..miO3.3 AL AC•%•(":3GI e.�A:NhnT(x.ii5 ...f t.N atF ANXE6Nt'W>ft e0.9F?t tt OKttR YMi'Y(N tLN<Vd"(lf(I C:.M .. 4`� OPERABLE SILL 6� OPERABLE SILL 7 OPERABLE SILL °"'11..01`.'nt""' "�'K"`t"°Nn'"E` MAt.:c..iV itl, (:IM.ANL:td.i PEI.1 (/� a.e 0.4Y n,,,,,,+trm l 7 ! OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NOANCHORREQUIRED t1Q```tit11I"h u Jr` 3fn�..t. �:..� AFCO 1-2297 AECO A-276JP-2000 AFC()H-497 ``�.' ES F. O 11'' Z.-44;...•........... ','. E. v gJ F r ''' trtu0ar••,& � SILICONE EG = a SILICONE SILICONE !„�, .. ,,‘� - ,- ._- � .:..-�.. 2X WOOD BUCK ��� 2X WOOD BUCK �cte�u� \< ""+-.,,_,,,_ /1—2X WOOD BUCK DATE: 02.05.14 DWG. Y: CHIC. Y if') OPERABLE SILL (//gam, OPERABLE SILL (J OPERABLE ADA SILL GLITJM SS/MSS 7 f OUTSWING-NOANCHORREQUIRED �.�7) OUTSWtNG-NO ANCHOR REQUIRED INSWINGJ0UENDURAHCIOAN HORREQUIRED S LE NTS WO A-117 ENDURA ZO814565F DWG.U:A010872A SHEET: OF10 E>OPTIONALLY,ANCHOR CAN BE.PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 7 f __ _ - PREPARED BY. _ MIN. '..7.' WOOD BUCK BUILDING DROPS,INC. EDGE LEST. SILICONE A c.nr olae ACS MO.AZ,Las SEF.TABLE SHEET 2 (Z,"11 (OPTIONAL) ... utiv:n NACF1.v,.r.;ca hux • _ Z Q i Ea%75 -4,1038 g'•'@ {{�{#'�.1+' !/z/ CONCRETE ANCHOR .45 •tmw,:,:n.a„n 0 F y-// SEE TABLE ON SHEET 2 . j m J CONCRETE/ . -+ El; % w MASONRY 't m°''^ Z'a BY OTHERS / Q /-CONCitE'!E/ p n Ff W }' r j / MASONRY C)CI w �Ol ; 3 _ 3Y OTHERS 55.ti'- if ��IX WOOD BUCK . a Tic 14- -0 d .< -�^a /Z.I/ /// jt/1 (OPTIONAL) I F_c+. ^r a` a g v=+ //.1./ . ;' ^I) MAX. Q'ti m M'S '” .SHIM Z V n -CONCRETE ANCHOR ---i •-••CONCRETE/MASONRY BY OTHERS O tl w SEE TABLE ON SHEET 7. MIN.EMBED. K c L- SEE TABLE SHEET 2 5.' wa c HEAD (TYPICAL) (-2- ,\._8.) `2 JAMB (TYPICAL) 3 OPERABLE_ _ SILL -� 1z :mow OUTSWINGSHOWN-INSWINGSIMIIAR JAMB S INSWING-NO ANCHOR REQUIRED Di q 0 .; ENDURA ZAlIRS65F tJ c SILICONE ,»c�a' �"'1 `.,l�,,4♦"T�M SILICONE `♦r,y� -SILICONEREMARKS . ♦i.="'i. ,..._ t_ o*' . x",.51, D ♦ ♦�►y�♦♦ ., (�� ♦♦♦ L� � J ♦, ..>- BY ATE • �A ��� �(� ��♦ - - ...__ ": .. M1cd ALFA silt,MP tc,k,Rasa LL GL tab/u/1A 4 4 4 if-74m d 6 4 ALM GIL Han:ware 1.S 41/24,11,, a a • 4 "---CONCRETE/ a \--CONCRETE,/ -CONCRETE/ ...___---_-,.;%• MASONRY .--C--;,------I-L- MASONRY - ••.L.4----.---.4.----.---•- MASONRY *,, ,<,,,,,rur,SrM�?.a+rsw ,uur.oAc4r,.r,.^ • BY OTHERS BY OTHERS BY OTHERS as„nva,,kct£,1,1000(0.#10 n e,rm,c cn 00,s. 00100,1106,0110 r.00,00,01,tiv:..1003 nRCaS INC. ntnrc 410,,,rxxnoxs.01,00%alwr.•rn unnn ,09.0.0400.05 P+Es SW`,1.,h11 0 H!!aUt 10A001,0,00., 11V0/11,11,,W.^fli,,,W.,,, OPERABLE SILLOPERABLE SILL 7 OPERABLE SILL 0,,iLlL11,,,,,� ,,SJOUTSWING-NNHOR REQUIRED 6 INSWING- NCOREUIRED OUTSWING-NOANOR REQUIRED ``.,%‘N. NTMeS F. o •,, NO ANCHOR GO AHR � AO � ` :/'J /7074!., 7.-�• 5T/�E 9 .:LI SILICONE SILICONE --SILICONE .ri.s.`<(‘ c trt sst4a . • � yy, ACR P , 4 .4 .4 ,¢v,ue(Fa7ftif1'tt'� ..ss I.a 4 4 4' 4 4 4 4 CONCRETE/ ' ' —CONCRETE/ . ' "CONCRETE/ L. _ G.....- MASONRY - . <... ---, MASONRY 4......T_._----..,_.-....__...-L MASONRY BY OTHERS BY OTHERS BY OTHERS DATE: 02.05.14 `g) OPERABLE SILL OPERABLE SILL (/-1fffjjj� OPERABLE SILL DWG. Y: CHK. Y 4 OUTSWING-NO ANCHOR REQUIRED $ OUTSWING-NO ANCHOR REQUIRED \ )OUTSWING/INSWING-NO ANCHOR REQUIRED GL�TJ M SS MSS AFCO A-117 ENDURA ZOBIA565F \ ENDURA HC15000 ADA SCALE: NTS DWG'ri:A010872A SHEET: OF10 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. J PREPARED BY, BILL OF MATERIALS _ - - - -—__ ___ - ITEMG DESCRIPTION MATERIAL FINGER-JOINTED PINE (D FRAME HEAD/JAMBS ENDURA ZAIL4565F BUILDING DROPS,INC. SOLID PINE �j�) ...n f,HVIIA,e O ei.n..vr,.30 1 FRAME HEAD/JAMBS VARIES,SEE BOM AT LEFT 7hiRESHOLp oa.e:•c,r13:c a LAMINATED VENEER s LUMBER } PH:;nsliv!4.6A COMPOSITE ^"'t ..;//". .2./.;P/ .7/./ / // ZZ /// " _ .•._ .vea.«.�..,.�nr+xs,:,.�. , "xr� 2 (NUT USED) - ..__ ' .. . Q 6"§ym 3 (NOT USED) - I 4.563" 4.56" I N 3 n � 4 ENDNRAZAIL4565F THRESHOLD - t=t- ~ ''.g'0 O d 5 AFCO1•2297 THRESHOLD 0 < �`+LL 6 AFCOA.276/P-2000 THRESHOLD - 2 LL 5. . O•n 0 INTI 7 AECO 11.497 THRESHOLD - p ti M B AFCOA-L17THRESHOLD • / C \ AFCO 1-2297 t� AFCO A-276/P-2000 4 0 ' 9 ENDURA ZOBL456SF THRESHOLD �J// THRESHOLD ��•�J I THRESHOLD Oa•c z Zi 10 ENDURA HCIS000 ADA THRESHOLD - T--7;;;Jiii.# `{•'•NBL7orA d it WEATHERSTRIP cn LD URETHANE FOAM& "�,'-� �k - `�/ -- nx-'04.-�!''�j��/10 CA 1- '^' POLYETHYLENE 0'.4.r ' ..+�J'�' -'1 �N.t0 �4' W Z p''"'" I2 NON-COMPRESSION SHIM(0.25"MAX.THE.) COMPOSITE. z I 5.6Z" I 4.57" O �' 13 (NOT USED) - O .-5 14 (NOT USED) - 1- O r V 15 810 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL . 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL REMARKS BY DATE idd AOA sin,MP Lock.R,:HP Lt. Cl.38/23/14 17 BUTT HINGE(SEE SCHEDULE SHEETS) STEEL 18 KWIK5ETLOCKSERIES400 STEEL 0 AFCO H-497 THRESHOLD 0 AFCO A-117 THRESHOLD Ado GUHarda'are LS 9514/16 I 19 KWIKSET DEA08OLT SERIES HO STEEL ROCKWELL MULTI•PUINT TONGUE LATCH R 73228768 6-51 UNIT N *. • NC A.twOil sH 1, l PZ t nasce e-Kate nrs 20 STEEL .; wry 10"4". -I�r �T un< s e4,nuts m.a ROCKWELL.MULTI-POINT TONGUE LATCH 173228780 8.0 UNIT J -- '.(6-,' I I n a M,x k a n. L ���i.- ci 4.58" a i t,r,n,01. s t .a itu Are o - uwv 21 HOPPE MU-POINT HARDWARE.H159000 STEEL 4.62- I me.��n r. r"f ``151511 U!/!/7/ . ' 22 001 LOB KIT(LMl) 6063-T6 ALUMINUM �•l� ,s F.7Q f•,,� 23 FLUSH GLAZING LEG FIBERGLASS `-Kr'CZ•���' �.�,. .1-r.... 24 UUL LIPLlTE KIT(RADIUS LITES) PC ABS �j'N(>r 77 ", 21 HOPPE MUU•PUINT HEAD SHOOT BOLT PLATE LH 98784091 STEEL 71t; ..lk/ * 1. __ __ _ _ `_ t 26 HOPPE MLII.I-POINT HEAD SHOOT BOLT PLATE RH 18783923—• STEEL. M ST Tj� T 27 GU SECURYS•BOLT MULTI POINT STEEL Q ENDURA ZOBL4565F a ENDURA HCI5000 ADA.- ` O ',9t ?. 9 THRESHOLD 10 THRESHOLD �'i�FS ST--���? ` Pi... Jap:-` Q544 F I r I 0.00' 1 � ... 4.56" I o DATE: 02.05.14 DWG. Y: CHK. 9: GL/TIM SS/MSS SCALE: NTS DWG.9'A010872A SHEET: OFIO 9 PREPARED BY: C.2) BUILDING DROPS,INC. I;i I.DANIA lFAcs RTD..11C..III PAW,(!t.,4',r111CIA 20 ROCKWELL MOLT-POINT LOCK 21 HOPPE MULT-POINT LOCK (2.: SECURY S-BOLT MULTI POINT AXtlZ,.,l'8 W/SILL SHOOT BOLT PLATE#2098911 :;r»,r<,a�ix : 41'Holl ti V) —11 EE n v 7 {:I„j d:. 1....2 B t lry 0a n4Q // iii O M r ',. ,/ Z b m il.,.., , _ .34 p , f .. v, ,__ ,. 08)00 O° D� ii I C3 ,--.6 w '”" �...� n` , > T z O t HANDLE I j 1F i a_ o _ me o -- HEIGHT _r,._ 'i ` W 2 o �4 I o 'OP i? E O c o to,_ (, O �'M ,I I r V 6. In u W M1 o ° '�^' N REMARKS BY DATE oc O go hn !�,I f:. , P.c HANDLE (' 0 [� HANDLE ;i {;:;� ! and nor.vu,mP tck.R:'wius LL. Di.0023/L4 • HEIGHT - i �'J HEIGHT -0-#-:? /oJ GU N's�tlwarw is 0S12.1/16 • oQa oa. ° D �I "z C i s :�roistm . t r t i tic lS,ix o, ('1 >:r . x 1111,4114,11,46.rroomx 11 mvsnmli ---4---- `oma al — .° '4u''�' ``\,`A�S�F 1!<..Ow«'``''i I • .. t ,� � 0 � 1G i; �� rr�,� o n 0.63"- i',. / Ab'7_ ,,,, .........,,,t----gTATE 9F i i i 0 I I • ,,, moi.T(c. C+r.i iVr..0 \ `.. • ' 0 r �\J (' C1 :: <INrrt'ttt'i+ ,,, ` c --t 1.es t-..1 DATE: 02.05.14 DWG. Y: CHICY: GLITJM SS/ MSS NTS • DWG.#:A010872A SHEET: OF10 10 1