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HomeMy WebLinkAboutRevisions OFFICE USE ONLY: DATE FILED: JUN 0 12016 PERMIT# 1 1 pA REVISION FEE: RECEIPT# PER:��lr?Ti�!C PLANNING& DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 FAX(772)462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOC ADDRESS:ATION/S05 SOUTH INDIAN RIVER DR. FT. PIERCE FL. 34982 P. 2. DETAILED DESCRIP'T'ION OF PROJECT REVISIONS: CHANGING FROM FOUR IMPACT STORM PANEL AWNINGS TO FOUR IMPACT BAHAMA SHUTTERS. 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: _Sl.LUCIE COUNTY CERT.#: 21579 BUSINESS NAME: I1VC QUALIFIERS NA 43:NW WA ADDRESS: JJ44�� CITY: FOKI S I LUClh STATE: ZIP: 3498 PHONE(DAYTIME): - - FAX: 772-871-256'7- 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: TOWN &COUNTRY IND ADDRESS: 400 WES'I'MCNAB RD. CITY: FT. LAUDERDALE STATE: FL. ZIP: 33309 PHONE(DAYTIME): 954-970-9999 FAX: Revised 07/27/2014 RINEV' Property Identification Site Address: 8205 S INDIAN RIVER DR Parcel ID: 3518-423-0001-000-5 Account#: 115814 Map 1D: 35/18S Use Type: 0100 7_.onin( RE-2 City/County: Saint Lucie County Ownership h P Cale Sharp r P Su Sharp Susan L 8205 S Indian River Dr ,..::>>::i::<:::::r«:::>::>:::::::>::»;;>:»»::;::•,•:::t:'s?�- 'e• Fort ice FL _49 _ Legal Description 18 36 41 BEG INT OF W RD R/W LI OF INDIAN RIVER DR AND y ;� S LI OF GOVT LOT 3 RUN W ALG S LI 250 FT,T H NW LY 320 >: FT,TH E//WITH SLI OF GOVT LOT 3 250 FT TO W RD R/W .� Ll OF INDIAN RIVER DR,TH CONT E TO RIVERS EDGE,TH MEANDER ALG SHORE LI TO SLI OF GOVT LOT 3,TH W ALG S LI 93 FT M/L TO POB-LESS RD R/W- (2.04 AC)(OR 1029- 699:1688-1966) WMI ``' Current Values Just/Market Value: $327,400 Total Areas Assessed Value: $280,697 Finished/Under Air(SF): 2.194 Exemptions: $50,000 Gross Area(SF): 3,357 Taxable Value: $230,697 Land Size(acres): 2.04 Taxes for this parcel:SLC Tax Collector's Office© Land Size(SF): 88,862 Download TRIM for this parcel:Download PDF Building Information (1 of 3) Finished Area:2,194 SF Gross Total Area:2.721 SF Exterior Data View: Roof Cover:Metal Roof Structure:Hip Building Type:HC+ Year Bttilt: 1904 Frame: Grade:C+ Effective Year: 1960 Primary Wall:Alum Siding Story Height:2 Story No.Units: 1 Secondary Wall: Interior Data Bedrooms:3 Electric:MAXIMUM Primary Int Wall: Full Baths:2 Heat Type: FrcdHotAir Avg Hgt/Floor:0 Half Baths:0 Heat Fuel:ELEC Primary Floors:Double Pine A/C%: 100% Heated%: 100% Sprinkled%:0% _ New L U a >. } -0 9 Ot----------------------------- <:. Building Information (2 of 3) Finished Area:0 SF b Gross Total Area:360 SF Exterior Data Roof Cover:Sheet Metal Roof Structure:Gable BuildingType:DGAR Year Built: 1960 Frame: Grade: DG- Effective Year: 1960 Primary Wall:Corr Metal Story Height: 1 Story No.Units:0 Secondary Wall: Interior Data Bedrooms:0 Electric:MINIMUM Primary Int Wall: Full Baths:0 Heat Type: AvgHgt/Floor:0 Half Baths:0 Heat Fuel: Primary Floors:CONC GRD A/C%:oo. Heated%:% Sprirtkled%: JUN a I PER[AiTTING St. Lucie County, FL : . . >: x• e f +s Building Information (3 of 3) Finished Area:0 SF Gross Total Area:276 SF Exterior Data View: Roof Cover:Sheet Metal Roof Structure:Flat/Shed Building Type:DGARYear Built: 1960 Frame: Grade:DC'- Effective Year: 1960 Primary Wall: Story Height: I Story No.Units:0 Secondary Wall: Interior_Data Bedrooms:0 Electric: Primary Int Wall: Full Baths:0 Heat Type: AvgHgt/Floor:0 Half Baths:o Heat Fuel: Primary Floors: AIC%:09i, Heated%:% Sprinkled%:0% Design Data and Installation Schedule CALEB SHARP PAGE -01 Opening Shutter Anchorage Shutter Wind Anchor Type Max.Anchor Notes N cry ti Number Type Top/Bottom Height Pressure Tapcon, Rawl Spacing C, M,W Inches PSF Neg. Lag ect. Inches _ Upper/Lower Upper/Lower 1 ACCORDION WOOD 74 39.4 LAGS 12112 J; 2 DO NOT DO a -, 3 ACCORDION WOOD 74 39.4 LAGS 12/12 4 ACCORDION WOOD 74 39.4 LAGS 12/12 5 ACCORDION WOOD 74 39.4 LAGS 12/12 6 ACCORDION WOOD 74 39.4 LAGS 12112 7 DO NOT DO 8 DO NOT DO 9 ACCORDION WOOD 74 39.4 LAGS 12/12 10 IMPACT($'AAV, '7 WOOD 77 39.4 LAGS 12/12 11 ACCORDION WOOD 61 39.4 LAGS 12/12 12 ACCORDION WOOD 74 39.4 LAGS 12/12 13 DO NOT DO 14 IMPACT WOOD 56 39.4 LAGS 12112 15 IMPACT ��1M1�4. WOOD 44 39.4 LAGS 12/12 16 IMPACT l4�p�+a WOOD 44 39.4 LAGS 12/12 17 18 19 20 21 22 23 24 25 26 27 5/25/2016 Florida Building Code Online isaooeeroo« i:% ..............::::..:�:::::w:::.�::::::nv:•:.,:::::::::::x.�:v:v:::::::::::.:�::::::::...::::.........:.,...vr:nom:.: :4 :::r:::::::.�:.�::.::•::.}:•;:v:::::::::::::r::.�::::::::::::.::::::........:.:�.::.:}:•Y:n:•Y:a:•Y;::::r:::::.:••Y:Y:•Yxr}�'� •.,:.�..`..` •._.\\�lv'�\\ \tip\. t - BCIS Home Log In > User Registration '. Hot Topics Submit Surcharge Stats[s Facts Publications •i FBC Staff BCIS Site Map Links Search i �• '• �` t<.>; Product Approval Profe � (I w:,::'4 f ; r :USER:Public User y Product Aooroval Nenu>Produd gI-;kn0iif3tFQc- .,an•h>A6]1irption:.k:>Application Detail FL# FL13434-R4 Application Type Revision Code Version 2014 Application Status Approved Comments JUN 0 1 Archived FPERfifllrNNG Product Manufacturer Town and Country Industries, 5t. Lucie- County, FL Address/Phone/Emil 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alumcom Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Thomas B. Johnston Address/Phone/Emil 400 west Mc Nab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alumcom Quality Assurance Representative Address/Phone/Emil Category Shutters 9 Subcategory Baha Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bernardo, P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By ORLANDO L. BLANCO, P.E. `> Validation Checklist- Hardcopy Received Certificate of Independence Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2006 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FI-13434 R4 Eguiv Eouiv.pdf Sections from the Code http:/Mm.floridabuilding.org/pr/pr app dd.aspx'?param=wGEVXQvADquQVxydMPwXQ4FR4%2fxNsTWvv20S1NoDV3kSvnEl%2bCGHFeg%3d%3d 112 5/25/2016 Florida Building Code Online t Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/22/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 summary of Products E FL# E Model,Number or Name Description ...............................................h............................-...--.-........-..........................................................................................................---....................................... 113434.1 E Fullview Bahama Shutter Impact Bahama Shutter Approved for Use Within&Outside the HVHZ............................................................................................................... Limits of Use Installation Instructions i Approved for use in HVHZ:Yes 1:1 FUZ.034...h4.1d_DY,9.r.f i Approved for use outside HVHZ:Yes E Verified By: Frank L. Bennardo, P.E. 0046549 Impact Resistant:Yes Created by Independent Third Party: Yes i Design Pressure: +78/-95 Evaluation Reports Other: Refer to product approval drawing for limitations. FL13434 R4 AE Eval.odf Created by Independent Third Party: Yes Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want youre-mail address released In response to a public-records request,do not send S: mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department vdth an email address if they have one.The emails provided may be used for official communication vdth the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: http://wwvv.floridabuilding-org/pr/pr app dfl.aspx'?param=vuGEVXQwtDquQVxydMPwXQ4FR4°/o2fxNsTW,n20S1NoDV3kSvnElp/p2bCGHFegg/o3dg/o3d 212 ! FULLVIEW BAHAMA SHUTTER (HVHZENT� A�ND ING NON-HVHZ COMPLIANT) �r�� ^ �IVIV GENERAL NOTES - ; N0.4� I�� 3" \ 12" 3, 3"y L 12" \� }-3" 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IAV* r �MAX1 I I MAX J ACCORDANCE WITH THE FLORIDA BUILDING CODE(FBC),FOR USE WITHIN 7jiE HVHZ AND NON-HVHZ,AS WELL AS THE INTERNATIONAL BUILDING CODE(IB ) TAl g&a.n �•O AND INTERNATIONAL RESIDENTIAL CODE(IRC).SEE PRODUCT EVALUATION -f` �-� REPORT FOR ADDITIONAL INFORMATION. ) � --4 ` — —— 4. 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE �/, - ��A 2 2 DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN �2�// u`�.• USED FOR WOOD ANCHOR DESIGN. �Z asx d 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH U LL W€n m THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN Ui < z 3 ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS AS m w O a O DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE N O iA= W= FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR 'i M '66 w a w NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY N z z ASSEMBLY AS SHOWN. w a c9 c9 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED �' w•• vi w N w PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR O v 0 REFER 70 DESIGN SCHEDULE 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING c w 4 FOR BEAM REQUIREMENT. REQUIRED FOR ALL WIND'ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS °y' a REFER TO BEAM SCHEDULE ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED �b FOR SIZE ANO MAX BEAR SPAN BY THE AUTHORITY HAVING 3URISDICTION. ALTERNATE 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE m GLE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM m LOCATIION,TTYP THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ti ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. a• a 7. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS) ya g I 2Y' 38"MAX 38"MAX 2%' SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING 2)i" 53y"MAX SLAT SPAN 2y" SLAT SPAN SLATS, STRUCTURE. .B 53f"MAX OVERALL WIDTH 122 "MAX OVERALL WIDTH WTf H BAR B. SHUTTER MAYBE INSTALLED AS SINGLE PANEL ORAS MULTI-PANEL Zr g n E UNLIMITED WITHOUT BAR SPANS TO U14LIMITED WIDTH,SEE DETAIL y&'A FOR MAXIMUM SLAT SPANS. 9. ALL EXTRUSIONS SHALL 8E 6063-T6 ALUMINUM ALLOY,UNLESS NOTED 1 LJ%� 2 MULTI PANEL SPAN OTHERWISE. ALL TOLERANCES SHALL BE IN ACCORDANCE WITH ADM 2010. SINGLE PANEL SPAN mi 10. THIS SYSTEM MUST BE CLOSED AND LOCKED FOP.WIND AND IMPACTN.T.S. EXTER.ELEVATION Q N.T.S. EXTER.[ENATION a p 1PROTECTION. THIS SYSTEM HAS BEEN DESIGNED FOR A WIND PRESSURE OF 18 3 PSF IN THE OPEN POSITION. A PERMANENT LABEL MUST BE ADHERED TO THE g+ UNDERSIDE OF EACH BAHAMA SHUTTER CONTAINING THE FOLLOWING: ` p HURRICANE PROTECTION SHUTTER AND LOUVERS 70 BE CLOSED AND LOCKED 8 {� WHEN HURRICANE WARNINGS ARE ISSUED --- ---------------------------------------------------- ---..-- 11.BAHAMA SHUTTERS SHALL BE PERMANENTLY LABELED AS PRESCRIBED IN ' TABLE 1 i------------------•-•-•-__-_____•---.- TABLE 2 ___-_____ ..-_ THE ABOVE-NOTED BUILDING CODE AND CONTAIN AT LEAST THE FOLLOWING: c ; ........ -------•------------------- � TOWN&COUNTRY INDUSTRIES HVHZ HVHZ - FT.LAUDERDALE,FL ..................................................... :--------- ASTM E330 E1886 &E1996 MISSILE LEVEL D g ALLOWABLE DESIGN PRESSURES j MINIMUM SEPARATION FROM GLASS------------------------------------ -------- -_______ TAS 201 202 &203 - - T------------------------ MA% CONFIGURATION i MAX ? -----------------_CONFIGURATION ---__ 12. ALL BOLTS&WASHERS SHALL 6E ZINC COATED STEEL,GALVANIZED Re !a` E� 0 SHUTTER SINGLE __MULTI_PANEL_SPAN---- SHUTTER : DESIGN SINGLE MULTI PANEL SPAN STEEL,STAINLESS STEEL,OR 2024-T6 ALUMINUM ALLOY WITH A MINIMUM ja ----- -- ---------- A SPAN PANEL SPAN W/O BEAM ; W1 BEAM•• SPAN PRESSURE PANEL SPAN W/O BEAM W/BEAM L C IVCRE STRENGTH OF 33 KSI. --!€ ------------ -- --— - .............-�------------ .....-.-.- .... - -------- --- - -- O TE ANCHORS TO B£INSTALLED TO NON-CRACKED CONCRETE ..... " ....... -- N13.TENSILE YIELD a 69" +60/-73 PSF +60/•73 PSF* +60/-73 PIF* 69" ;+56/-73 PSF .-.-_--2%-_-- _ _ 3'____.. .. Zee" ONLY. m -----_-�_—....... - -.- ... ........... ----.---__ 3. .. -- ccqq 2 ----- ------3 ,� 2 ; Z; m i 81 5/8" +60/-73 PSF - +60%73 PSF" 69"••-•--__..F6Df-73 PSF /e Ya /e 14. ALL STEEL LN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED - ..- .. -- ------------ ---- - - @@ 96 3/4" +60/-73 PSF* - +60/-73 PSF* 81 5%8' +60/-73 PSF 2�" _ 1 2x AS PRESCRIBED IN THE ABOVE-NOTED BUILDING CODE. 8 st; & 3 `-i.- - - ...---..-... ------------- .-.-.-96 3/4"-..-. +60/'73 PSF --- 2� - �--- HVHZ(TABLE 1&21 NOTES: .. ..� °. NOTE:LIMITED TO A MAX SLAT SPAN OF 38" ----'..-"---.--'-------------- ''DAN OF 3�----------------'"L--'---------'------ 1.HIGH VELOCITY HURRICANE ZONE(HVHZ)IS DEFINED AS MIAMI-DADS *NOTE:LIMITED 70..MAX SLAT SPAN OF 38° --------------------------------------_ COUNTY AND BROWARD COUNTY FLORIDA ONLY. R� -----------------------------—TABLE 3... ... .... ......................... USED INSTALLATIONS VELOCITY --------•••'--•NON-HVHZ---_--- -- sig g ESSENTIAL FACILITIES HURRICANE ZONE(HVHZ)TO DETERMINE THE MAXIMUM ALLOWABLE.- 5 •�' ! NON-HVHZ DESIGN PRESSURE FOR EACH SPAN. a -------------------- .--------------------- ...—.-............. NOT REQl1IR£D fOR WINO ZONES 1'4................-- NIXON! •-••• 3.FOR SPANS BETWEEN TABULATED VALUES USE NEXT HIGHER SPAN. ALLOWABLE DESIGN PRESSURES MINIMUM SEPARATION FROM GLASS TABLE 2 ______________—.. 4. SHALL USED TO DETERMINE MINIMUM SEPARATION FROM co?IasxMa 'ata'sF> ss MAX ? CONFIGURATION _____________ MAX f_____ -.-CONFIGURATION GLASS WITHINTHE HVHZ. DESIGN ; SHUTTER SINGLE ______MULTI PANEL SPAN _ SHUTTER PRESSURE ! SINGLE ; MULTI PANEL SPAN NON-HVHZ AND ESSENTIAL.FACILITIES !(ADZE 3&0.1 NOTES: 15-2342 o SPAN PANEL SPAN W/0 BEAM W/BEAM SPAN PANEL SPAN ;;W/O BEAM W/BEAM ! NON-HVHZ IS DEFINED AS ALL LOCATIONS OTHER THAN MIAMI DADE COUNTY araC¢; •------------- --..._._.......... ------------------......- ------.....---.------- '-'------.-..-----......... ------3----- 7-- 1.AND BROWARD COUNTY FLORIDA.w PACE DE§M TION 64" ;+78/-95 PSF +78/-95 PSF" +78J-95 PSF*` 69"_____•---_ +78/-95 PSF 3Is" -4/" 2/s" INSTALLATIONS OUTSIDE THE HIGH VELOCITY ' 81 5/$"__ ;+78J-95 PSf +50%-50_PSFt"`+78/-9S_PSF` 81 5%B"_ _+78/-95 PSF _ 3 _i - , - 2 2 HURRICANE ZONE SHVhiZ)R +_78/-95 PSF*+50/-50 PSF!'"i7$%-95 PSF', 96 3/4" +78/-95 PSF 2 - 2 e" 3.FOR SPANS BETWEEN TABULATED VALUES,USE NEXT HIGHER SPAN. .... .. ... ...............—._ L ------ ........------..-...-.......... ---- * -•••T•••••••• *NOTE:LIMITED TO A MAX SLAT SPAN OF 36" 4.FOR INSTALLATIONS OUTSIDE THE HVHZ 1N ASTM WIND ZONES 1 THROUGH 4, NOTE:LIMITED TO A MAX SLAT SPAN OF 38" TABLE 4 IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE tNOTE:NOT APPROVED FOR USE IN ESSENTIAL FACILITIES. PROTECTED OPENING IS REQUIRED, i FR .tljjARDD,P,E. EXISTING HOST SSEE SEEHEET 5HOR NOTE 1 ON S'TiRCTURE(1'YF MiN NG HOST ST[ SEE ANCHOR NOTE 1 ON SHEET 5 STRCTURE(IVP htlN SHEET 5 EXISTING HOST SEE ANCHOR NOTE 1 ON `"„ aN•���i�/// , STRCTURE(TYP MIN �Q TOP&BOTTOM) EMBED. . TOP&BOTTOf4) EMBED. �d TOP&BOTTOM) EMBED. 1 i FOR INSTALLATION WITH NOPE:SHUTTER MUST BE LOWERED DUSG hS3N VERTICAL ANGLE(#12) Miry A HURRICANE WARNING.SHUTTER IS N($ ��pp MIN DESIGNED TO REMAIN IN THE OPEN LJ z EDGE FOR INSTALLATION WITH EDGE 7 INSERT'PIN(#18} EDGE POSITION DURING A HURRiCAfJE. % {, DIST. VERTICAL ANGLE(#12) DIST. VERTICALLY THROUGH DIST. x •• - 6 1 INSERT PIN(918) 6 1 ANGLE(#12)&THROUGH EXISTING VERTICALLY THROUGH ANGLE. DOUBLE SIDE WALL OF SILL .� (ARM TO JAMB CONNECTION) GLAZING 4 5 4 5 1�A (#12)&THROUGH DOUBLE (#B),PIN(#18)I4AY BE Acs 4 5 //� ,fin• SIDE WALL OF SILL(#8).PIN LOCATED ON THE INTERIOR 6 MIN GLASS E MIN GLASS ,,yy xx SEPARATION v. (#18)MAY BE LOCATED ON SEPARATION OR EXTERIOR OF LOUVER EXISTING 1 'n j U pj W THE INTERIOR OP.EXTERIOR a BLADES(INTERIOR .I. GLI'ZING U ^ OF LOUVER BLADES LOCATION SHOWN). y y L m 2 OPTIONAL 2"x2"x0.D90" 8 6 w INTERIOR LOCATION C `Z �13 g INSTALLATION ( CONT.ALUM �LI ('413 S a WITH 3/8"SLIDE SHOYVN), ALLOY BEAM, w i THROUGH($pE AI-TH2Py%7E 4 5 2"x4`xt/e"BEAM, q 5 o SUPPORTING ARM,FOR y IL'N 3 )AMB AND SIDE SLIDE PIN j EXISTING OR SOLID BAR a LOCATIONS SEF.ARM 14 !! p Ul SNAP THROUGH LOCATION 1 I GLAZING 4"x ANY 1 1 ARRANGEMENT TABLE ID La b ANGLE. 'THICKNESS(TYP 'TOP&BOTTOM) 8 s"0 /4-WITH NUT LT (SIDE ARM ACCESS I B ACCESS� g MIN WINGNUT CONNFCNON) v HOLE HOLE. EMBED. 1 m 10 12 _,e i7 ,� RIV N 2S (INTERIOR ARM w 0 AIM w MIN "�'d m EMBED. EMDED. ONE PER -----L-----�--CONNECTION)ONE P ANG EER 18 ANGLE J 1 G 1yad fu JQ SEE ANCHOR ( SEE ANCHOR NOTE 3 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 2 ON ON SHEET 5 ie o NOTE 2 ONNOTE 2 ON NOTE 2 ON j SHEET 5 LOCATE BRACKET'N AR © m g a & SHEET 5 SHEETS SHEET 5 MID-SPAN HEIGHT OF OPENING 8'-0"MAX PRO)ECRON(P) 3a TYPICAL CLOSED POSITION 3b"N BUILD-OUT CLOSED POSITION 3TYPICAL OPEN POSITION 1-- �s a 7 2 N.T,S. VERTICAL SECTION 2 N.T.S. VERTICALSECTION (2)IJ.T.S. VERTICAL SECTION v #14 WOOD SCREWS SPACED X 1-1/2"MIN.THREAD 4"O.C.WITH 1-1/2"MIN, NO MINIMUM SEPARATION ` O PENETRATION THREAD PENETRATION AND - FROM GLASS REQUIRED FOR 3 3/4"MINEDGE DISTANCE TO CO. EXISTING 6=0.55 . ARM ARRANGEMENT TABLE USE OUTSIDE THE HVHZ � o MIN.2X WOOD MIN, IN. G-0.55 MIN.WOOD. CONFIGURATION SIDE ARMS INTERIOR ARMS EXCEPT IN ESSENTIAL 3 •' HOST STRUCTURE, FACILITIES. o� A ANCHORED TO 1/4"0 THRU• (1 OR 2 PANELS) (I)EACH SIDE IJONE BOLT W/NUT OR S EXISTING RAFTERS a BY OTHERS WINGNUT (3-PANEL)<RS" (1)EACH SIDE NONE g (SLUE ARM (3-PAPIEL OR (1)EACH SIDE (1)0 EACH FASTENED WITH 1/4°RIVNUT ffi CONNECTION) GREATE0.)>[LS" ltJTER[OR MULIJON JOINT AND BOLT.MAY Bt-LOCATTfi ro c�i� ERS 1"PAA `r AT REAR(AS SHOWN)OR 2"x4"Y0.125"6063-T6 13 BOTTOM OF SHUTTER.WHEN (--•- i-• kPt' ALUMINUM ANGLE 15 1/4"0 THRU-BOLT W/ (INTERIOR ARM (TRACKELOCATED MAY BE AT BOTTOM, SET EE® CO(JNECTION INTERLOR ARM �! NUT OR WINGNU ) ONLY REQUIRED FROM CENTERLINE OF a m SlOx2'HWH 410 HT. & iP14 SS SMS OR SDS OR 1/4-201TIUMB FOR SHUTTERS VERTICAL MULLION 70 nL s s STAINLESS STEEL SCREW ALLOW FOR'V BAR OR 1 sl i5i_ 9 FASTENING SHUTTER HINGE SCREW INTO XYLON COATING OR 14 >85"WIDE. ANGLE IN CLOSED POSITION. _ frfrfr MIN GLASS I"' TO ANGLE OR 1/4-20 SS NUT TENSION RING(#21) SEPARATION AND BOLT,SPACED 12"O.C. EQUIV.WITH "NYLON 3 x "HLVN 15-8 MIN. END CAP SPACER i 6 MAX. 4"MIN2 STAINLESS STEEL g � EXISTING OVERLAP 0 2J GLAZING w4 5 1 9 9 9 9 y > OPTIONAL On 1f MAX DESIGN PRESSURE INSTALLATION - wrtFmJTFIr'rFaDLss WITH 3/8"SLIDE1: B 5 s THROUGH SIDEE t. 15-2342 PIN(#I3d ALT. HEADER ATTACHMENT SCALD r: JAMB AND SIDE ----------- - SNAP THROUGH N.T.S. VERTICAL SECTIONPAGE ne1R1PnoN1 _ c ANGLE. u 10 z PASNER 19 1 3 W 1 M Y4"-20 RIV-NUT 4 TYPICAL PLAN VIEW Al-ERNA7E SILL HOST ATTACHMENT AS W/y"0 BOLT SLIDE PIN PER DETAILS 3a OR 3b OF Z OCATION THIS SHEET N.T.S.NHORIZONTAL SECTION _ F P.B E B,ANN No . zp 9 N� Ny/W B U LL W�p6 JN 4+�bZR= • / UI W W�1 N��ttl SEE DETAIL 1 4 4 a S�+-'a' J �q za I Ri owrn (2)%-20 S.S.MACHINE SCREWS INTO!/4.20 c RIV-NUTS OR(1) S.S.THRU-BOLT S.S.THRU-BOLT PER PER UNSUPPORTED UNSUPPORTED VERTICAL MULLION VERTTClAL MULLION k o M /1 w ? �m SEE DETAIL 1/4�• " �' $ ¢ ' MAX BEAM SPAN MAX BEAM SPAN n 4 PER BEAM SCHEDULE PER BEAM SCHEDULE z32£ a O 1 MID-SPAN BEAM AS REQUIRED) z BOTTOM BEAM OPTIONAL �O, SSd� WALL BRACKET N.T.S. ESTER.ELEVATION M.T.S. EXTER.ELEVATION �? to (1)�'S.S.THRU-BOLT PER s ANCHORS TYPES: E "' O� UNSUPPORTED VERTICAL MULLION •TYPE A:Y-20 ALL POINT SOLID SET mq p r ANCHORS: �a -IN CONCRETE(3.35Y.Si MIN)WITH%" L7 O a MIN EMBED.AND 3'MIN EDGE DIST. -IN HOLLOW CONCRETE BLOCK WITH y u) BEAM SCHEDULE. W MIN EMBED.AND 3" O -------i'----------'----''-'-- ------------- ---'---- ------------------------ DIST. d MIN GLASS I WAIL BRACKET'ABCHURTYPF6 W7-95 PSF MAX) WALL------T ANCBDR TYPES(t/_SU PSF NAY.)- .TYPE B:Y-20 ELCO PANELMATES e is SEPARATION EEMf SPAN BM SPAN BEAM SPPN BEAM SPAN j (MALE FEMALE 8 BEAM PER BEAM BEAM 5[2E ALUMINUM SNUftER i({/,40 PSE (-/-50 PSF (i/-60 P.SF (i/•95 PSF i HOLLOW WOOD HOLLOW WOOD IN CONCRETE SPAN CONCRETE CONCRETE (3.35KSI MIN WITH SCHEDULE ALLOY MAx) MAX, MAX) MAX) BLOCK (G-0.42 MIN) BLOCK. (G=0.42 MU)) 1%4"MIN EMBED.AND 27$"MIN EDGE DIST. b'•D' I 7'•9" 7'-0' 6'4" 'i'-S` A,B,C,U,E .GAU,CA,E AB,C,E O,C a._'� a 6 Ii. _________ _____....F•--•--•••-• -IN HOLLOW CONCRETE BLOCK WITH a yl q Y. 2"x3'xt/B" 506.i-T6 6'•B' e 7 7'•B' 7'-0" i'-7' A,B,C.U,E A,c„E B.0 A,P.G,D,E D.C,E B,C •-� '-$ EXISTING _.............._____________________.__ ------------- -_.-•--- -----.----- ly"MIN EMBED.AND 2"MIN EDGE �7---: GLAZING ---.S_t0' 1_ D'•2• R'-7.' 7'-6` 5-11" A.B,C,D,E A,BC.F B,C AB.G,D,E 0.B.C.D.E B,C DIST. ...................... ___.____ ' d 0" 9'-T e'-T T-10' 6'-3" A.D,C.D,C A,0. B,C I 87,C.0. .4,C,E B,C -IN WOOD(G=0.42 MIN)WITH IY,' __ce !3 J.'xh`x1/R' 6D"3-T6 6'-d` 30'-5" 9'-5" __.___. --------0'-30'--- A,B,C:O,F AC, NO -•-A,B,C,DIE A,B,C,E B,C J u BEAM PER BE 6 -- _____ ___._...... .......-...- MIN EMBED.AND/ MIN EDGE DIST. S'-10 S 1'-3` 30'-1' 9'-2" 7'-i" AB,C,D F AC, B4O' A.b,C.D,E A,B,C,E B.0 ,TYPE C:)t"ITW TAPCON SG: 2 SCHEDULE .�...:........ ......_.________...._ ..__._.-__-- o ie ;E 4 K __ li'-5• 10'-2" 9'a' 7-5' A,B,C,D,E A,C, _ nJ1,C,D,E A.C. B,C -iN CONCRETE 3.35KSI MIN)WITH n, s 42 ________________......_-----B'-I• A.B,C,U,E n,C, A,B,CA.E A,C, /4"MIN EMBED.AND 2�"MIN EDGE F7 5'-iD' 13'-4" 11'-11' A_B,CA:E. A,C, B,C ; AB.CA.E A.C.E __ _ _B_C -DIST. 1: .................. _. e'-0_ 14'•10' 13'-3- 12'-2' 9'-d- A.U.C. :4,B.C,D,E AC. N HOLLOW CONCRETE BLOCK WITH .. �' -----""'-'---------_-----"-'-- - - - LY'MIN EMBED.AND 2'MIN EDGE NA, 2'xi`x 1/4' 6052-Tf 6'-e" ic'-3° 14'-7'......13.3..______t0'-7' A,D,C,D,E , _ __A,BC,O,E .0.C_ ____ ^ v jkr .S. _......... _....._... DIST, yy ., CREWS ---------- __ ._...5'_10"_*_ 1'P'-S' 15'-7' 1 11. il'-3• AB,C,D,E A. A.B,D,D,E 0.C, 6— --- -IN WOOD(G=0.42 MIN)WITH I.%` ...____. ... ......_____.___._ _ ______ 1 .-, 8'•D' 9'-4" B'-4" 7'-9' e'-1" A,O,C,U,E AC� B,C A,B,f,A,E A,B,C,E O,C (�. y L, w _ I -------------_.._.. _-------_ MIN EMBED.AND�°MIN EDGE DIST. s �;• z M1°x2"x0.23'xD.15` 6063-76 G'-9" 10'-3' 9'-2'_____ 8'-4°___--_-_6'-B` A.B,C,U,E___ AC, D,C ___ __A,B.0,DX A,BInE________B,C_____ OR(1) " 5'-10" 10'-11' 9'-9' '-1' T-1' nA,C,D,E A,C. B,C AB.D,D.E ABCE P,p •TYPED•:y"MILIENIUM MILLFAST:-BOLT PER =� ...............�______________. _ ____________ _ ____ •IH COtJCRETE(3.275KSI MiN)WITH15-2342 TED 5"x2`.0.29'x0.17" 6061-T6 d'-0° 17'-3° iS-6' 14'-1" 31'-3` A,B,C--— A.B.C.O.E AC. .... / 1 "EMBED AND 2f`EDGE DIST.MULLION -------------- __-_____._. ....�_____________ - -- -IN HOLLOW CONCRETE BLOCK WITH BCAt6; - -MILLENIUM MILLFAST ANCHORS MUST BE SPACED AT 4"O,C.MINIMU14 IY4"EMBED.AND 2Y7"MIN EDGE DIST. PAGE DESCRIFM EXISTING STRUCTURE •TYPE E:A17 SMS W/2'EYEWALL E (TYP.TOP&BOTTOM) ARMOR NYLON INSERT: ov� (!)BEAM CONNECTION TO SHUTTER IN BED AN 2'EDI MIN)WITH 2 EMBED AND 2"EDGE OSST, IN 3 N.T.S. VERTICAL SECTION 3V HEEMBED AND 2"L EDGE D ST. �^ (2)%,-20 S.S.MACHINE SCREWS V 6 USE 2"x4°x/'ANGLE FOR 3"l4 n 4"BOX BEAMS,USE 2"x5"x�" INTO'/.-20 RN-NUTS OR(1)/y" 9� ANGLE FOR 5"BOX BEAMS, USE 2"x7'x%4"ANGLE FOR S.S.THRU-BOLT PER Ya"MAX. •CJyE TYP.TOP&BOTTOM OF BEAM. C-CHANNEL BEAMS,TYP. UNSUPPORTED VERTICAL MULLION ---- 1\ Ye TOP BOTTOM OF BEAM. 1" fA1N 010 SELF-DRIL f.; 504,0 OF BEAM MIN. SPACING SCREW OR % NO. •• WIDTH MIN. ALUMINUM `OP= rrnn L .750" 5 ENDS,12"MAXI C (Del TCC d5 I 2 1" MIN. Y/2"xl/2"MIN.,2"x5° '� MIN.THICKNFE ANGLE(OA67.rr✓✓/� M �f F¢ (VERT.SECTION) ANtiLEHMAYhBE REV Sf_D.'' �+ 6063-TS ALLOY L j SU 4BED. EMBED. 1" MIN. 2 3 Z um�W�0 (1)X,,"S.S.MACHINE (1)%"S.S.MACHINE rt O 4 6 \ BOLT WITH LACK NUT \ BOLT WITH LOCK NUTCL BOLT #10 SELF- W MACHINE S.S.MACHINE CL ANGLES DRILLING 3 I (4)ANCHORS REQUIRED EACH (4)ANCHORS REQUIRED EACH BOLT WITH LOCK NUT SOMOR Po END,SEE BEAM SCHEDULE END,SEE BEAM SCHEDULE AL P1NUM P ANCHOR SPECIFICATIONS ANCHOR SPECIFICATIONS BEAM SPAN RIVETS,3'SMAX FROM EfJD,12° g (BOX BEAM) (C-CHANNEL BEAM) (BOX OR C-CHANNEL BEAM) MAX O,C, a 7• (SIDE VIEW) (SIDE VIEW) (FRONT VIEW) 0 NOTCH CHANNEL ENDS %4"MAX. I 2 xS 1/12A'XMFN., USE 2"x7'x%'ANGLE FOR -L v C-CHANNEL BEAMS,TYP. 70 RECEIVE ANGLES ALUMINUM ANGLE TOP&BOTTOM BEM BEAM. THICK"ESS) NOTCH CHANNEL ENDS 1" MIN NOTE:3°MRN SPACING CONCRETE/HOLLOWIHOLL- B ANCHORS THICKNESS).LEG $ TO RECEIVE ANGLES MIN. SPACING 5 INTO RE. 'MIN SPC BLOCK HOST ANGLE MAY BE r^w„ STRUCTURE.1"MIN SPACING FOR REVERSED, n n ANCHORS INTO WOOD HOST STRUCTURE 6063-T5 ALLOY u{�j 5 m (VERT,SECTION) ''�. Na ¢ z MIN. ---- x\47 ___ f.�l' .s ❑o \MBED. £a 1" 2 3 {2)'/a-20 S.S.MACHINE SCREWS w MIN, INTO%-20 R1V-NUTS OR(1)e' g S.S.THRU-BOLT PER 1/2"x U2"MIN., C ri G S.S.MACHINE UNSUPPORTED VERTICAL MULLION 2"x5"MAX. m BOLT WITH LOCK NUT CL 80L7 ALUMINUM ANGLE (Y)i(a"S.S.MACHINE CL AJJGlES (0.062"MIN. :"e \ EN ,SEE E REQUIRED EACH BOLT WITH LOCK NUT I"7""� THICKNESS).LEG L a c ANGLE MAY BE %" _ END,SEE BEAM SCHEDULE 1 41 ANCHOR SPECIFICATIONS BEAM REVERSED. MAX tl El c p 6 (C-CHANNEL BEAM) (C-CHANNELBEAM) 6063-TS ALLOY 0 _ X (SIDE VIEW) (FRONT VIEW) DRILLING i WALL BRACKET CONNECTION OPTIONS SALUMINUM P a 4 N.T.S. EXTER.ELEVATION FRD MAX FROOMM E 312" MAX O.C. _ (HORIZ.SECTION) SIDE CLOSURE NOTES A` I.- WITHIN THE IIVHZ, ____..._.._ 8 ? IN LEU OF SIDE CLOSURE ANGLE, s y �ng SHUTTER MAY OVERLAP OPENING BY 1.5 ,;� C X SHUTTER BUILD OUT DISTANCE. �+ EDGE u� SIS�+� 2. ANCHORS MAY BE ANY ANCHOR FROM a W ANCHOR NOTE 1,ON SHEET 5, \N\,N Y MAX. ` IST' o �,m� vrci�i INSTALLED 3"MAX FROM EACH END, 9 010 12"O.C.MAX,t OR 1/4"ITW _ DISTANCEAND" LTHREADE Y4"MAX. i C± a 'pI ENGAGEMENT TO%"MIM PLYWOOD 1/2"xl/2" IN., INSTALLED 3"MAX�F'.OM EACH END AND 2"x5"MAX. 7"D.C.VAX, W MAX. ALUMINUM ANGLE 3. ANCHORS SHALL BE INSTALLED IN 112"x112"MIN., THI w (0.062'MIN, h S ACCORDANCE WITH MANUFACJVRERS' MAX. 2'x5°MAX. E ANGLEPf AY)BE �� RECOMMENDATIONS, ALUMINUM ANGLE w REVERSED. �°MAX, 4. ALL CONCRETE ANCHORS SHALL BE CO?YPoGli1L4tlAF@AGf�FE55 INSTALLED TO NON-CRACKED \\\ (0.062"MIN. 6063 TS ALLOY 15-2342 CONCRETE ONLY. THICKNESS).LEG 5. MINIMUM EMBEDMENT SHALL BE AS ANGLE MAY BE EDGE SCALE: - m rT NOTED IN ANCHOR NOTE 1 ON SHEET 5, REVERSED. DIST. PAGE DESCRIPTION; 14INIMUM EMBEDMENT AND EDGE (VERT.SECTION) (VERT,SECTION) (HORIZ.SECTION) (VERT.SECTION) 6063-TS ALLOY (VERT.SECTION) (HORIZ,SECTION) E DISTANCE EXCLUDES STUCCO,FOAM, BRICK,AND OTHER WALL FINISHES. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING£XISTINGCONDITIONS MAY 2 SIDE CLOSURE DETAILS VARY.-FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING Q, N.T.S. SECTIONS d MEMBERS,NOT INTO PLYWOOD. s ANCHOR NOTE 1:UNLESS NOTED OTHERWISE BELOW,ANCHORS AT 3'FROM ENOS AND 12"O.C.MAX \�\ Nq pWA, (•CONNELOW CTION IN CONCRETE: : •• �Q -Y4"ITWTAPCON WITH 1W MIN EMBED.AND 2)4"MIN EDGE DIST.(3.19KSI MIN CONC.) •• l;1 •. .Y4°ITN!TAPCON SG WITH L%'MIN EMBED.AND 23j'MlfJ EDGE DIST.(3.30KSI MIN CONC,) Y:ELCO PANELMATES(MALEIFEMALE)WITH 1%"MIN EMBED.AND 2y"MIN EDGE DIST.(3.32KSI MIN CONC,) -%-20 ALL POINTS SOLID SET ANCHOR WITH%"MIN EMBED.AND 2'MIN EDGE DIST.(3,OKSI MIN CONC.) fC g -%°MILLEIJTUM MILLFAST WITH 1%"EMBED AND 2%"EDGE DIST.(3.275K51 MIN) nD I -412 SMS W/2"EYMVALL ARMOR NYLON INSERT W/2"EI4BED AND 2"EDGE DIST(2 KSI MIN) 4V •CONNECTION IN HOLLOW CONCRETE BLOCK: � ,• � Y4"ITW TAPCON Wl TH 1Y,"MIN EMBED.AND 2%'MIN EDGE DIST„SPACED AT 4"O.C.MAX. $��� , -y"TIW TAPCON SG WITH IV."MIPJ EMBED.AND 234"MIN EDGE DIST. ��4�/ -38"ELCO PANELMATES(MALE/FEMALE)WITH 1 Y,'MIN EMBED.AND 234"MIN EDGE DIST.,SPACED AT 634"O.C,MAX. LL •Y-20 ALL POINTS SOLID SET ANCHOR WITH%'MIN EMBED.AND 2"MIN EDGE DIST„SPACED AT 8 T%'O.C.MAX. X -Ye'MILLENIUM MILLFAST WITH 1 Y4"EMBED AND 2Y,"EDGE DIST.,SPACED AT 4%"O.0 MAX u'� k w -412 SMS W1 2'EYEWALL ARMOR NYLON INSERT W/1 y"EMBED AND 2"EDGE DIST.,SPACED AT 7"O.C.MAX 3 w-LB n •CONNECTION IN WOOD(G=0.42 MIN): Z 4'm$w LAG SCREW YJ17H 134"MIN EMBED.AND%"MIN EDGE DIST. W � -614 SHEET METAL SCREW WITH 1X'MIN EMBED.AND)a"MIPJ EDGE DIST. 3�p, ANCHOR NOTE 2:CHOOSE ONE ANCHOR TYPE FROM BELOW,INSTALL QTY SHOWN ,N b Lu z -7_CXTR9L-10NCONCRETE: 33 -(2)3n"ITW TAPCON WITH 1%"MIN EMBED.AND 2%"MIN EDGE GIST.(3,19KS1 MIN CONC.) 6 -(2)VV ITW TAPCON SG WITH 1%MIN EMBED.AND 2%3"MIN EDGE DIST.(3.3OKSI MIN CONC.) a -(2)2/i ELCO PANELMATES(MALE/FEMALE)WITH 1)a"MIN EMBED.AND 234"MIN EDGE DIST.(3.32KSI MIN CONC.) •(2)%-20 ALL POINTS SOLID SET ANCHOR WITH%'MIN EMBED.AIJD 2"MIN EDGE DIST.(3.OKSI MIN CONC.) -((2)V4"MILLENIUM 14ILLFAST WITH 1%a'EMBED AND 2Y"EDGE DIST.(3.27SKS1 MIN) ' -(2)612 SMS W/2"EYEWALL ARMOR NYLON INSERT Q 2"EMBED AND 2"EDGE DISI'(2 KSI MIN) ; NOTE:ALL 69"AJAXIMUM SHUTTER SPAN INSTALLATIONS WITH MULTI-PANEL SPANS WITHOUT STORM 8AR5 AT-95PSF REQUIREA QUANTITY OF(3)ANCHORS FROM THE OPTIONS ABOVE m -CONNECTION IN WOOD(GmO.42 MIN): � 4 -(3)39`ELCO PANELMATE(f4AlE/FEMALE)WITH 1%"MIN EMBED.AND%"MIN EDGE OTST. 4y' -(3)'/t'ITW TAPCON SG WITH I%'14IN EMBED.AND Y4"MIN EDGE DIST. I-$„ pas -(2)1/"STAINLE5, STEEL HANGER BOLT WITH I Y4'MIN EMBED.AND%"MIN EDGE DIST. lwy�y, NO47£:ALL o9'MAXIMUM SHUTTER SPAN INSTALLATIONS WITH AJUL7"I-PANEL SPANS WITHOUT STORM BARS AT-9SPSF REQUIRE A > QUANTITY OF(3)ANCHORS FROM THE OPTIONS ABOVE S 2 •CONNECTION IN HOLLOW CONCRETE BLOCK"": g •• SEE ANCHOR SCHEDULE BELOW FOR APPLICABILITY OF ANCHORS TO BE INSTALLED.EACH HOLLOW CONCRETE BLOCK ANCHOR IS I O $ CLASSIFIED WITH A LETTER AS SHOWN BELOW ACCOMPANIED BY A NUMBER INDICATING THE QUANTITY OF ANCHORS REQUIRED (E Q t FOR INSTALLATION.THE DESIGN TABLE ILLUSTRATED BELOW APPLIES TO HOLLOW CONCRETE BLOCK ANCHORS ONLY. fff p p E -TYPE(w): "ITW TAPCON WITH 1%"MIN EMBED.AND 2h'MIN EDGE DIST, Y4O -TYPE(x) :Y4 ITW TAPCON SG WITI I 1%'MIN EMBED.AND 2Y,'MIN EDGE DIST. a a -NPC(Y) :Y•"ELCO PANELMATES(MALE/FEMALE)WITH 139"MIN EMBED.AND 234"MIN EDGE DIST. O a L -TYPE(z) :Y•-2O ALL POINTS SOLID SET ANCHOR WITH%"MIN EMBED.AND 2"MIN EDGE DIST, O -TYPE(u) :%"MRIENIUM MILLFAST WITH IY4'EMBED AND 2%'EDGE DIST. -TYPE(v) *12 SMS W/2"EYEWALLARMOR NYLON INSERT W/1 Sa"EMBED AND 2"EDGE DIST LL ,$ 66-MA9MUMSNUTTER SPAN 8l4W11AxIMUMSIRATERSPA.V ___662J4'MAXK2U81SHU7SRSPM! _ __________________________________ ('w'(") SINOLEPMa %LTVANELSPAN RIAll-PANEL SPAN MULJI-PANELSFAN o PRESSURE Sf•W WO PAR ;;F� tL WIMEPMJEL WO RIA ( 15BAP. SINOIEPANC-L mm> R vwNkR (+a)62144 w1) Dal(1s)(a1 M) (vn)(ut)(Yrl Pal M3)(W ea) (•alea)lr) C"a)Pre'nj(fa) Nx 4 +O PSP ba)(131(r])(W) Dall%�l(x:l{✓t (�)("-")6 (•2)(13OZ013) rVA WA a+ 4a) MJtr21 P+A MI Oa)M) i"a;Mu � ;251� 91:IN 40 PSP (.2103)(m(iS) (d)(4)0) (w4)(2c;Pra)(e2) o�JG2)(= Y4) 1)( WA (0)(x2l(0)02) (Q)(y3)00✓2) WA (a)O)02)("2) -------"---l.ecw� nmi✓)) (qua) ift �`.. .pSFS' Va)(Li)(T� h21 0a)iY3 (4')(-3) WA 02)b3)(14(✓dl l•al(16)R3)iY) WA W)(Y3!W-)10) ................................. .. ......................................................................_ .........___......._......... t •"HOLLOW BL.00I(ANCHOR SCHEDULE KEY:W3=ANCHOR TYPE"w"MIH'3"ANCHORS, ANCHOR NOTE 3:CHOOSE ONE ANCHOR TYPE FROM BELOW,INSTALL QTY SHOWN ¢ $R L •CO aNZ NE TI N 9N CONCRETE: Y 3� 4 -(2)Vi"ITW TAPCON WITH 1Y4"MIN EMBED.AND 234•14IN EDGE DIST.(3.19KSI MIN CONC.) -(1)Y4'ITW TAPCON SG WITH I%'MIN EMBED.AND 234'MIN EDGE DIST.(3.3OKSI MIN COCK.) -(1)3',20 ALL POIPITS SOLID SET ANCHOR WITH'Y4'MIN EMBED,AND 3'MLN EDGE DIST.(3.OKSl MIN CONC.) C�JwaRE>rr,Xxtfma'EXrI�� ((1))y"MILLENIUM MILLFAST WITH 1 Y4"EMBED ANO 2',4 EDGE DISI.(3.27SKSI M!N) 15-2342 (1) 072 SDIS W!2'EYEWALL ARMOR PJYLON INSERT W/2•EMBED AND 2"EDGE DIST(2 KSI MIN) SCALE: •CONNECTION IN HOLLOW CONCRETE BLOCK: PAGE DESCRIPTION, -(2)Y."ELCO ULTRACONS WITH 139"MIN EMBED.AND 231'MLN EDGE DIST. U -(2)Y,-2D ALL POINTS SOLID SET ANCHOR WITH%'MIN EMBED,APJD 3"MRN EDGE DIST. 21/."MILLENIUM MILLFAST WITH 1%`EMBED AND 231"EDGE DIST.(3,27SKSI MIN)-�1.�612 SHS W/2"EYEWALL ARMOR NYLON INSERT W/2."EMBED AND 2'EDGE DIST(7.KSI MIN) T •CONNECTION IN WOOD(G=0.42 MIN): -(1)%"LAG SCREW WITH Ly"MIN EMBED.AND'/'141N EDGE DIST. G} S •(1)414 SHEET METAL SCREW WITH L'/i"MIN EMBED.AND y"MIN EDGE DIST. EXT-RUS-I-O-NS'---------------------------- 007075° 0.131" . s 0,131" 0. 4gn' 9o'0.12n8"3 + , 0,230ao 0 00.34 " R�O.062'8Y'018mm5' . 00..342255"" R-O.,006.236' 8t"0185" •`0°�4I'-��0.012.20.5562"0G" 0450 0.613" 0.0600.3 .565 " �i♦ j�No4�T•�•,�� 0.233" 0.340° 00.050' . 537 - 81,5' I00.15 0.402° 1.275" . 0.090" 0.099". 7 T 0376 0.425" 0.36 00.105" R0,100" 0.055" 1.792' R0.050" 4 0.775" 0.100° 2.110" 60450" 2.520" uIVC -�\���D�`:`•\,�4i" (� a`6 " BLADE FEMALE MULLION MALE MULLION FV JAMB 5 JAMB SNAP HEADER 1 6"_1'0 2 6°-V-0 3 6"=V-0- 4 6 p 1.0 ° 4a 6°=1•-0^ 6•;1,,0" Vj 6 6"_1._0" I D.zaD' I 0.500" 00.270^ 080 PIPE(ARM)SCHEDULE 00.270°, 1.000" V TYP. TYP, OUTER LUBE INNER TUBE TYP. a g m OUTSIDE INSIDE WALL OlRSIDE IN 00.270` WAIL Q"L' Di1M. (,LAM. DIAM. DIAM. 0.100' 1.000' 0.900` 0.050" 0.875" 0.775" 0.050" 1- o f D.590" 0,500" m FV FEMALE MULLION 0.395MAX" LOCATIONTARIES n I. vi FOR ADJUSTMENT w d � 2a 6"=,.-0" i- y ALUMINUM PIPE INNER 3 Q ry -1-- 110.270" 1 y4 0.100" o G°=1'-0" w t; 9c I 00,270"-\ o o> 0.320' 0,125" 1.220" �--1.678'-� �- 3.000° {�•`? O�i $ 1 0.500' 0.500" L CAMEL BACK HINGE }E 3a FV MALE MULLION ANGLE 13 6"=11-0" DrrP„ 6•'=1'.1,• ALUMINUM PIPE (OUTER) O-_ 4-0,062" n 0.385" -0, a o 5 R0.230 0.100° 4.190" 1 I t4Aa 4 R0.316" EL 0.393" rr rt D 19 0,750 "U" WALL BRACKET 1 1.606' G 8000"----'• 's W 00.432" o I c 00.258° 0.307" v 'r,l 0.062" °/ TYP. --T0.750° �3 ° ri 0.625' x ' ANGLE 0.432" c_ y N a e 1 d 0.090` X0.306° 0.250"0 LUCKING z ti TYP. 0 0.410' tal., y�de�s6 1.601," 3.000' 3.OD0" 1.000" FLARED END ^ --JJ-- e� u. 2.224' 3.000' 0.500° TAB STOP LL HEADER HINGE y "Z" BAR - PROFILE & LAYOUT T- FOR USE WLIR YAR]'x36B30fILY 20 ° 28 7 61 1�.O... 10 2.500"� 0.750" 6"=1�'0` ' R a2 3"=1'-D' GALV. STEEL BENT PLATE .060,� L-PIN - 1/4"0 INSERT FOR MULLION 1.313' D.o6o° 17 nr 6"=1'•0" 6"=V-0- 2.000, i 0.0 0` j--+2.000' 0.625° -`r 00.132' �rmcnixvnFt.JIOfYxuCa 0 0 00.300' o,37s a n ND.izs 15-2342 Z � 0.813 O O O �� � � Y PAGC DCiC PFION; 1.000" 3.000" 3.000" 3.000' 0,750 1,620' 0,750` 0.18814 �-S.DOD-4 �--0.750' 0,327•' SILL ANGLE - PROFILE & LAYOUT L-PIN - 3/8" TENSION RING ALT-. TAB STOP �8�6" 10_0 12 3"",1..D" 18 6.=1,A" 2 1 6"x 1�_D° 22 6"o,,,D, 0