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HomeMy WebLinkAboutSET UP-INSTALLATIONlgiIgIa_ _MgI 1L �+ 1. BERTHA H.V. nONDON SHUTTER SYSaA SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P'CDJ HAS BEEN VERIFIED FOR COMPUµCE W ACCORDANCE MM ME 2017 (SIN EDHNIN) OF THE FLORIDA BUILDING CODE THIS ACCOMON SMIli6R SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. 8004N WIDOW LOWS SNALL BE DEIEANNNE I AS PER SECTION 1620 OF THE ABOVE MENITIONED CODE, FOR A BASIC WIND SPEED REOU:RCD BY ME JURISDK:TION Mi SHUTTER WL BE INSTALLED WITH A DIRECTIONALITY FACTOR K6=0115, USING ASCE 7-10 AND SHALL NO EXCEED ME MAXIMUM (AS.D.) DESIGN PRESSURE PA,HGS W=F, ON SHEETS 11 THRU 15. 10 & 20, IN ORDER TO VERIFY ME ABOVE CONDITION, ULTIMATE DESIGN MIND LOWS DETERMINED PER ASCE 7-10 SWILL BE FIRST REDUCED TO ASD. DESGN WIND LOAD$ BY NMFPLWNG MEN BY OX IN ODERTO COMPME THESE W/ MAX. (ASO) DESIGN PRESSURE RATINGS NOIG ON SIM 11 UN, IA I6 & 2, IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O.. AS TESTED, MRE NOT OVER STRESSED. A 35 S INCREASE IN ALLOWWLE STRESS FOR "No LOADS WAS Ifar USED IN MBR F FASUNERS IN WOOD. BERHA H.V,DAC ORDION SHUTTER SYSTE S, A "NO DURATION T ADEQUACY TOR WIND µ LARGE LASSIE IOR CDI WAS USED FDA VERIFICATION MPACT LOAD HAS BEEN VE,,M M ACCOROWCE MM SEGmGN IG09.1.2 Of THE ABOVE MENTIONED CODE AS PER AB REPCRIS: -NV OIAIIE 0 10214.01-0, 101 01004.01-05, 81214A1-05, #017.02.06, JOBG9.01-10 AND 1021OA1-11 AS FEW, TAS-201. TAS-202 AND TM-203 PROTOCOl3 AND ASIM. E-I886 µD E-1996 STANDARDS (MISSILE LEVEL D. WHO ZONES 1. 2 & 3) & p1220A1-70 A9 PER TM gal. 203 & 20 PROTOCOES URGE WSSIEE. -W WINDOW RUDE m /0505,01-08 AS PER ASIM E-1886 ON E-1986 (LASSIE LEVEE D. WHO ZONES 1, 2, 3) BASIC PROTECTION ONLY AND 10725.01-88 AS PER TAS 202 PROTOCOL 2. W BLADE (D AND W WINDOW BLADE (9 ARE ENGINEERED TO µDIRK IN UNISON WITH EACH OTHER UNDER ME GENERAL UMITATIOD AND CONDITIONS OF USE WOIGATED ON SHEET 19 3. BERTHA M.V. ACCORDION PINS (IW SCREWS), USED AT OWM KNUCKLE AND FOR DIRECT MOUNT MWCVM TO TRAC16 SHALL BE #14.2.75' AND 014.1.75' RESPECTIVELY, 410-M MINIMUM SE STAINLESS STEEL SCREYIS KIM 135.0 W YIELD SDRENOMD A160 kd TENSILE STRENGTH. PINS SHALL BE COVE, WON BER ,, W DACRDSHIEID W,NNG SYSTEM AS MµUFADYLI BY INES MUM SE O COATING APPLICATORS. REGISTERED WIN AUMCµ SHUTTER SYSTEMS ASSOOMFON. PINS MOST BEµ ME W MARKING ON MOR HEW, 4. All ALUMMUM EXTRUSIONS SHALL BE ALVMMUM ASSOCIATION ALLOY AND TEMPER AS INDICATED, ON SHEETS 2 MD 3. MINIMUM Mall STRENGTH FOR 8083-T6 ALLOY IS JD.O Ysi µTT JS.7 Zvi Fall, ALLOT'. 5. ALL SCREWS TO BE STAINLESS STEEL 304 03 316 ANSI SERIES OR CORROSION RESISTANT WALED CARBON STEEL AS PER DIN 5018 WITH 50 N, MIN. MU, SMENGM AND 90 N, MIN. 1ENSU $MENDM. AND SMALL COMPLY W/ DONNA BUXDMG CODE SECTOR 2411,33,4. 6. BOLIS TO BE ASAP A-307 GALVANRFD STEEL. OR Ace 304 CR 316 SEINES STAINLESS SI . WARN 35 kH MINIMUM WELD STRENGTH, 7. SEE ME FOLLOWING SHEERS FOR ANCHOR SM,,,l,TII W BODE (D: 12,13.14,15 AND 20 W BODE ()& 6 WORKING IN UNISON: 12. 13 At 15 8- MIS DERMA NV ACCORDION SHUTTER ,TEN BENS A U.S. PATENT /6'779.582. COMPOAHMS OF MS MPRWW ME COVERED,, IN WHOLE OR IN PANT BY LIS PATENT �5'158.i79 ISSUED TO EASTERN METAL SUPPLY. INC. 9. IT SHALL BE THE RESPONSIBILITY Cr ME CONTRACTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE WMEAE SHINIER G TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/EPULK ALL SHUNTER COMPONENT CODES WHICH REMAIN. FIRM FASTENING IN CONNUOUS CONTACT WIM THE SURLID TO PREVENT WIND/RAIN INTRUSION, 10. EACH UNIT MUST SW PERMANENT MR M A WSILE PUCE AM WARNING DIE: WRING PERIODS W NURROAIE WMNWM HOME OWNER, TENANT, OR OTHERS, MUST PROPENLY CLOSE ALL W AND NO CENIERWA AND ENGAGE OR LOCK ALL MY AND No LOCKS. i1. SNUTTER MµIBWMRER'S LABEL. SMALL BE LOCATED ON A READILY VIABLE LONDON AT ACCORDION SINTER IN ACCORDANCE WantSECTION 1709.9,3 OF FLORIN BUILDING CODE ONE WM SMALL BE PLACED FOR EVERY OPENING. LABEUD TO COMPLY CORM SECTION 1704.9.2 OF ME FLORIN alllMING LODE Q. SEMMA N.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHWA. COMPLY WITH SPECS NDICATEO IN MIS DRAWNG PLUS ANY OUILOID AND ZONING REGULATIONS PROWOED BY ME MILBU Lion wM AC: PERLR 15 APPLIED TO. 13. (a) MIS P.E.D, PAMAIDD BY MIS ENGINEER IS GENERIC AND. GOES NOT PROUDE INFORVMON FOR A SITE SPECIFIC PRPIEDT i.e. WHERE ME SIZE CONDITIONS DEVICE FROM ME RED. (B) CONTRACTOR TO BE RESPONSBLE FOR THE SELECOON, PURCHASE AND INSTALATIDN INCLUDING INC SAFETY M MIS PRODUCT, BASED ON THIS P.E.D., PROVIDED R/SANE GOES HOT Mwn FROM THE CONCRIONS DETAILED ON MIS DOCUMENT. CONSTRUCTION SAFETY AT EYE IS ME CONTRACTOR'S RESPONSBIUIY. (a) MIS RE.D. WILL BE CONSIDERED INVALID IF µTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLOWN REGISTERED MOHLER OR MCFi1TECT WHICH WALL BECOME ME ENGINEER OF RECORD (EO.R) FOR THE PROJECT AND WHO WLL BE RESPONSIBLE FOR ME PROPER USE OF ME P.E.D. ENGINEER OF RECORD. ACTING AS A CREWTEO ENGINEER TO ME P.E.D. ENDNEER SHALL. SUBMIT TO MIS UTTER ME SIZE SPEanc DRAWINGS TOR RENEW. (e) ORIGINAL P£D. SHALL SW ME DATE AND ORLWNAL SEAL AND SIGNATURE OF ME SCANNED BY St. Lucie County ENGINEER OF RECORD THAT PREPARED O. P2017 TILIELO, M. V-••.F 1. < �L I TILLIT TESTING & ENCINEERING COMPANY 4l OYf N.v, w S,- Sv. bS MRCNP vVmMA ftaeM Sl p FMm ; (JDSjB71-15Jp , Pov : (.kTS18)1-FS]1 ALTER A flUR L. P.E. FLORIDA Ue. 1 44167 TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTOU COMPONENTS 21-37 SHEET 3 TYPICA SHUTTER ASSEMBLY 38-44 SHEET 4 T'PICA WINDOW BLADE & WINDOW DECAL AREA 2: HV BLADE Ct) AND HV V: NDOW BLADE 6a (WHERE APPI CARF) TYPICAL SHUTTER ELEVATION It NOTES ON LOCItS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 INSTALLATION DENNIS G-M, CONCRETE/BLOCK SHEET 7 CENIERMATE DETAILS NV SHEET 8 CENTERM M ALTERNADNQ DECALS W SKEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET CO MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR BEHIMULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SWEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WIND SHEET 16 INSTALLATION DETAILS S-X, WOW SHEET 17 ENO CONNECTION DETALS 7-12 & X. WOOD SHEET is AREA 31 HV WINDOW R AO ON Y TYPICAL SHUTTER ELEVATION SHEET is AREA 4' HV WINDOW FIT AD C71 ON Y INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American ShuHer Systems Association, Inc. 4268 W'estro,ds Drive West Palm Beach, FL 33407 eNiUtN MEYAL SUPPLY. INC. SER H NM Accordion Shutter System N.V. BADE #1 W/ OR W/0 HV. WIDOW BALE 41NG No 7-107 1� )Ji SDUO BLADE COVERED UNDER US PATENT q 5458779 1� HV WINDOW BI ADr ,, OF USE OF BLADE -WON SHEET 19 6�HV ADJ. FLOOR TRACK QUALIFIED FOR USE IV/ HV DLADE TO �4P63-76 ALLOY AND TEMPER a' bD• 11 HV CEILING HEADER 0 IFIED FOR USE IN/ HV BLAOE(i)ONLY, SEE SECTIONS FOR VALIDITY-` 6063-TS ALLOY AND TEMPER 1(,-'J STD_ ANG �5 O 1IFTEO FOR. USE W/ HV of 0.4 i- M10 I 5' i.9 9' �3�.HV UNIVER A F OAT R QUALIFIED FOR USE tY/ HV BLAOE(1 6005-YS ALLOY AND TEMPCR HV HEAD/ER/SILL ,^� } OUALIFIE 60 ORi6 ALLOY AND 6�E; i }ONL /v ALUMINUM ANGLES QUALIFIED M$, ONLY. USE W/ FIV BLADE Sl 6063-76 ALL DY AND TEMPER �OUA IHLp FOR U. E W HV BLADE 1 6063-TG ALLOY A TEMPER BaHV WALK -OVER TRACK QUALIFIED FOR U$E W/ HV BLADE 1 6063-T6 ALLOY A 0 TEMPER CMAPONEM ♦ D TI tt Ij 2' S IAt2.1 0.192' 0.192" a 99+• I. Bit $ 92D920 •- O9 HUV UFTIRCRH USRKHV BLADE dONLY, USE W/ AND TEMPER 1 HV RAINGUARD QUALIFIED FOR U(1$)E W/ HV 6063-T6 BLLmEk TEMPER ` 11f' ^�j��•' � 6A(1i� �:''L10ElVS ,✓9 i T, �l /�� 666 Tr *Att TAIL OF Cs +tQRIDP;' .tl4♦�fL1 '. �{y�d'" /L� 'tI'If1f P F�"QKAI `�`fr AXf'RiF MATC 02017 TL2C0. INC [LT �+ �+ A A■�7■a7■M■ American Shutter Systems 268 we0 occl Inc.IRe 4258 V/ Beach, Drive Ylest Polm beach, FL 330.07 02017 EASTERN METAL SUPPLY, INC. RUM TM Accordion Shutter System NV. BLADE #1 W/ CR W/0 NV. WNDN! MAX TILUT TESTING @ ENGINEERING COMPANY Ely 4w. lea. A. n,. 051 i. FC µ305)8 1-153 um t:o>7611-1 t I . Pe.: ryDslsol-tsll `"mOie �a eT "° WMItR A Am Jr. RE 11040A. Lk. 1 4i167 tt.x DRUM.. Le I OLD IS-o&5 2/1T I "ID 6 am 0 x I DR1AWIING No No 1 / � 1 07 ....--.. + s NM: R rNo:rt ELEYrIpN LOCKER FOR "T" LOCK CIENTERMATE OUAUFIED FOR USE W/ HV BLADE i�ONLY 6063-16 ALLOY AND TEMPER I' 1.) 6'• 1 i R HV MALE "T" OCk CEurcouerc OUAL6TE0 FOR USE W/ HV BLADE 3ONLY 6063-Tfi ALLOY 4ND TCMPER HD IED FOR V/ W1' NO ROD '3�t OUAU 063 FOR USE AND HV BLADE (i & Aw 6063-i6 ALLOY AND TEMPER W a-20 zz oP J/6-n QUALIFIED FOR USE W/ HV SIADE,4 6063-TS ALLOY AND TEMPER )INSTALLATION SPILL REQUIRE A 7 t ALLIED AT TRACKS FOR PROPER F 6063-TO HV 3/8"0-18 A( P.E. J.IL1 A �I 62� : HD CENTERMATE'S INc RT aueunEO FOR USE V!/ HV StAOE(f-/ e, & 6063-T6 ALLOY dK'D TEMPER 21/2' I—t 1p•o 0 AI 1 304 SERIES S.S. THUM13SCREZWS QUALIFIED FOR USE W/ W GLADE Q) czD1) mrEm, 1NC. ) ILT-IECO DF TIUUT TESTING & ENGINEERING COMPANY w C,,2 8]59 fl.w, 16N. SG. 6 M NPCNA rMpD.S, RgiGl ]] : (W5)071-IM. T6.: f]am6n-1a1 iµ)EV &'AW 1e PE, ROPAA L'a. F .16, eX CAST ftWfNO fNwft BIYO PNMED 54 w1 nqB, PPASS fKPICiq Mwavr a4i0) i HV EGRESS LOCK QUALIFIED FOR USE W/ WBLPOEQ& 8ONLY. 19 " tB• N n�rff .160' AFIER RIVE3W BEFORE Rf VING t/4"0-20 RIVNUT* 1202--n ALLOY) uxc FL,N1 IMN 030, AS NFtNFAMPEO W AYOR AY. NLW el*.V 070M 0A va N RNATIVE LOCK FOR USE 14/ RV DE pONLY. 0.875• Me. �L 8 "1 IINu6NRN - cnnmm OR NEY Ls> GIuuDER BY REGENT HARMARE MORTISE LOCKS SERIES 231 111K BOLT LOCH. QUALIFIED FOR USE W/ NV SLADE`ft' & A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beath. FL 33407 F .ERN METAL SUPPLY. INC. ACCordion Shutter System HV. RAM Rt W/ OR W/0 KV. VAN70N BADE No 07 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV (DI HV BLADE 1 ® HV BLADE IA ® IN LONG RECESSED NYLON BUSHING @3 HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER © HV WHEEL CARRIAGE MSI 302-303 SERIES OA70"K3/I6" THICK NYLON WHEEL. 0.188 0 AISI 302 SERIES SSRIVETS © HV 1 3/4" ACCORDION PIN Wf (!a HEAD ® IIV 2 3/q" ACCORDION piN W/8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW EXTERIOR IL 41 r47�"L �fJ FOR ® REQUIRCYENf9) i OOR gg (1) HV PIN E) SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iO OR HV (9 BLADE. ;PICAL SHUTTER ASSEMBLY n. . (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ BLADE "H ", a0.524' WHEN CORRESPONDING TO INSTALLATION SHEET 7• 3) HV PIN © OR ® W/ 1/2" O.D. Ij18" THICK S.S. WASHER Oqg_ O r P. 0 ^ :.!HALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'g> SHEET rv_ WEL CARRIAGE DETAIL SLAOE'S KNUC LE CM) 2 T OR ® I f I (. (( EXTERIOR HV PIN@ OR AT AT EX7 'OR OUOCS KNUCKLE. (SEE NOTE • FOR REQUIREMENTS) i� ASSEMBLY LAYOUT F.fS. ' C2011 ALTECO. wc. IL ECOINc. TILUT TESTING A ENGINEERING COMPANY was NA xK a. 5u. J., nacu WNW gaPpt AA P ne ; T_ro5)371-t,Mc . rm : T,,W?1-I53N e-mal'. tlueDOam.<Om e- Mwt9 W41W A. qWT 41 P.E./laA4N Lk, 1 e,laJ ory cats' iiltG�25 m BLADE .Os' ,Its ._. asu' e / \)• a 1n \,110 I # POLYCARBONATF IMPACT RESISTANT HV WINDOWII BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV -STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 18). POLYCARBONATE SOURCES FOR YPIKIWY 4A6. vnrn awoynca s Farm PnmdR /@S atsrx a+aamc �'^Y an Drat aca m� ' cow m/J mF uRurn '� a.%9 •J •w ww !]w 0.LL pal Nputµ LAWS evAa, u^tu mw Aw,mP e.,A YSAaR wa So.w PONAN an oiMJ aJ1 s .13 { Yy A W Wb+U aN 061} GS Cat fLE vese, an c 1 WY IKA ecen�m PILL .m PILL tn^aC arttmn nL.mIX an we .'a K.a wao Pes re91L 61116s PfFPK mGr, 6.PG alY IN, Mn AL SIeS.A. American Shutter Systems Association, Inc. 426E Westroods Drive West Palm Beach. FL 33407 KV. BLADE p1 W/ OR W/0 H.V. AWING No 17-10 Ole « « P �fl« �E11n O 4 I��I y If TYPICAL f11 HV BLADE SHUTTER ELEVATION N.T.S. LOCKS 2 ,, Ofl Q� SHAL LOCATION �« QS /T ISIB t�SS�m 11 BE USED IF [ NAY A150. RE OF CORNER CENTERMATE CORNER 61 ONE HY LOCK 6 Lr BEY SMALL BE USED AT 1 2 OF SHUTTER SPAY FOR SPINS UP TO 103', My BE USED AS AN INSIDE OR OUTSIDE LOC K 1/2" LONG FLAT HEAD SS. M.S. LOGTON DE31 USED AS AN INSIDE OR OUTSDE LO�O(R. CO A AS INDICATED ON TYPICAL SHUTTER ELEVATION KING POSMON (NON ONE HY LOCK & - BE 12 OF SNUFFER SPAN FOR ANY SPAN AND FOR INSTA TONS T ANY 1, ATTACHED TO i OR OF LOCK SHALL BE AS INDICATEo-ON SECURITY PURPOSES, UP TO iW0 Hv ECRON OF LOCKS ld CENTERMAlE3 03 OR I IMITED MANDATORY QONDInON A14URRICANE POSITION, BUT MAY P� OR AN ALTERNATNE DEVICE RNER R ANY SPAN UTSOE OR INSIDE LOCK EAD S.S. MS. TWO LOCKING RODS �S :D ON TYPICAL SHUTTER ELEVATION. /• .-a...uY• a.�. inuNax;Hlx IV WJ3 UK Fl oENTEAMAl6 SHALL BE MADE W/ 1/4'0-20A3/4' ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. M�CMN/���Ne p���• ONE HV LOCK �8 or �y or 2,� SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO BS', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK a or 0 Pr @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @I Pr @ SYMMEMICAL CENTERMAtEs W/ (2) 1/4--20 • 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHAD. BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ TN§ OR 0 TOP AND BOTTOM 6 COMPLETELY MANDATORY. 'NOTES ON NYT" LOCKS AND CENTERMATES. L j _ ONE ALTERNATE HV LLOCK 00 MAY BE INSTALLED B1 UEU OF Hv 1nCK5 na A rnP aw eo..� .P. nKe VLU BULI W/ ]/B 0 a 3/32' MAY BE INSTALLED AT MIDSPAN OR 12- AND BOTOM 6 MANDATORY •NOTES S. I. ND IDIN[ Y( NO3 ne /(Ai : ONE ALTERNATE NO LOCKG MAYBE USED IN UEU OF IN LOCKS (22j OR ',2 MR ANY SPAN AND INSTALLATONS AT ANY ELEVATON. ALTERNATE NO LOCK 8 MAY BE USED AS ML 6510E OR OUTSID LOCK. ATTACHMENT OF HD LOCK ppM� TO 6 W/ J /6 A 3/8' F.H. S.S.M.S. AND MLWOES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDB-HVS MD HDC-HM. SHEET W. LOCK MAY BE INSTALLED AT MIOSPAH OR IY MAKIMUM BELOW OR PROVE MIOSPAN. USE OF LOCKING RODS CS IS COMPLETELY OPPONA, rIV Z? .............._7 - titicexSF•,�� IM17 BLTECO. WC. 02017 EASTERN META SUPPLY. RM, ER H TM Accordion Shutter System •' 3 1L� A.S.S.A■ FLY. II/DE RI W/ OR W/0 NV. WPDW! BADE • •yam:. f TILLIT TESTING @ ENGINEERING COMPANY aua n.+. American ShuNer stems Association) Inc. oLs6cmR,„ o n oNDO B.: LC 1 OLD IS -ORS 2/2T/1,' w1D 0)/27/ V .. tT, Tam. a. su Ar9. Mroca cwoDn nma vM _ )) sf/a�AL Pnme : MS)6b-15 . rm : (303)B>1-1}31 -mw: ulernaa«.sm+ 4266 1VestroodG brine Vtest POIm Bench, FL 33407 S 6 DRAWING No LNG\all) rrrl 1t9 xXUTS A 11LUf 41. ➢.E, �� 07 4 P F CFAI'7C 50I IDC/DBTY rLORY✓A Uu F 44161 1-CONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCNEGUtE ON OR CONCRETE SUOCrt CONCRETE CONCRETE ' SHEET 13) REONRED 114'0-21N3/4' SS. REQUIRED '— � r-- CONGNEfE 6NCNOR5 it 1B �lE�Y6T6NF (SEE.:6 In®Ov s.EET 2) CONCRETE CONCRETE ANCHORS (SEE SCHEDULE ON MACHINE SCREWS 1/4'_20 (3E SCHEDULE ON SHEET 13} HEET S11) NUM D 12' O.C. IXeT 4 t- IN, . 1lxb-2Dx]//f SS. M.n. EO MAClo RLREWS WING 1/4'-20 Nlj S - .. 14 EO EO r 1 0 17' O.C. __ 1/2, E. a` R50-May. - r 3 0 300' Mo.. E. D.•,'�: - t• •w I L- [p.• I OPnON4 E.D.• �OPRpMt ri UR M. 11 Ps 1 OR ' MR. SEPAWNDN TO CUSS EXISTING� gApsae ® ' ' 1 EnCU55-{—(SEE SCHEDUEE ON SHEET 11) MIN SEPARATION 10 GlASS I ,�(S[E SCHEWIL ON SHEET 11) I� x1SRNO ' r CL0.55-i "BY k A S L —WALL HEADER INSTALLATION 8(� HV WALL HEADER INSTALLATION + KEYSTONE [zlmYc ! �_ ip rug tv2 1 ♦ 1 OR I� t E%SRNG— MIN, SEPuulroN TO Goss (SEE SCHEDULE of SHEET tl)-- N FOR RU,X0 u(SEE i MIN. SEPMVION TO GLASS Sd1EWLE ON SHEET 1l) DUSS { Ov 9EF, 16 r¢ 9Ia3Oi4p01 MIMING +H' Max. CONCRETE' ANCxoPS r CONCRNENEE i (SEF SCHEDULE ON SHEE 13) i m a s (� 1 OR REWIRED �aoav a+ EXISTNG 1 i-ro 1 ' 934.r 9 j 6t+xLhw i lM SC®llE ttf y D. IPv E P.WSQi6� rCY'N tt¢s 9 SM[CI Ir] 3 9 1- CO r E0� 4ifR.W1E i • I _j r- COSTING i f ANCHOR r i r r YS l0!AIkH I 11 aR 13 aR 1 3 /E10.3/a• w1HEAP I t J - lOK EA C PS2' D O.C. CONCRETE ES Ii r r OGE OF C " "i/ 3' (SEE SCNEpULE ON GHEE] 13) , E If e(E EXISTINGEKE E OF S-'— SUd 6r—1 1/2 rrr t EDGE CF AFME 'af fO DA 06, APPUCA?L£ Q ' CO SU%B P t t l / \ IF, AFPIIGBLE P RED M. ...—J POU RUT HEAD CONCRETE ANCHORS aY[mu0 POURED C E BITE 0'1. 1'0 Yy�CONCRETE WII FIAT MEAD CONLAEH ANCHORS REOUIRFD (SEE SCnFWIE ON SHEET la) RERED E. a.• E D.• (SEE SCHEDULE ON SHEET H) tl TRENCH INSTALLATION HV WALK —OVER INSTA ATION AUD ONLY FOR UP TO +70. —75 PSF A.S.D. Q HV FLOOR INSTALLATION t DESIGN PRESSURE RATING & FOR SPANS PER s HV CEILING INSTALLATION SCHEDULE 13, SHEET 11 CONCRETE ANCHORS DRtAs "'�°yy5^D' r GVSS -jta�z7mi[ a HISS�Is(a5 zsa+�'au+ tE ayrp r44iLaW:�tuxradaltaN EIulmNG EISRNO IN OMLON I 1/1• D { MAIL. QC, FOR lP 10 e'er' SFRI AN0 t a• 0.G Its SPRS "PUB, .1 q 1�.(7 1/•' � ew' w ro e-o' INx Awvr r I MA%, t 7 YXNiI q ISAY MrE N*m MM 1} j 3 ,OR 15 J (IOv3/1' HIN E. D • ( 9k2T if uriiaTkt 3/a WASHER HEAR 7 MM TV SOME i. cu+r. mMnT 1— /Ia.3/1' HEK HFAO I p' a T2' ac 1431e RK BERNS D 9. OC � � _ Jl / / I; OR )({ ° 20 S.S M S CONCRETE ANCHORS b ./v " _ 6 .O] 1/ Ft<e3/I' SAS. i ___ I I I I I i/•. " `' 1pro-Top/a• SY K w/ NUT D a• O C, (SEE SCHEME ON 11 P D 9' O. C. M __ I h uSe.G I(a o-po LAIRS SNEE U) Y �.`" !1/2 Mu•• O IY OA ___. i�; 17 a118 1/2"rI•� vTsoxa timl smlAYwL ^ FDCE OF L \\ 17 18 20D MW. wN TRN exOeN" f !r I ]/8--1d ]/8• ♦ It .PPULASUA gLE `� • {14. /,C 6H. S.D.S. MW Sltt) CONCRETE NiCHDR$ —"1 D 9- O.C. PWREO wKRnE E.D. PPURFO CON (.EE SCHECULE ON ONE f3(a) `SEE NOR 13(p) FEWRFa REOUi pREIE aCK SHEET u7 OR CONCRETE DLDCN ON ACE, --.PTION& POURED RECUREn M KEYSTONE MOUNTING IN TA t A REa RIRED 00 S HY WA WALK —OVER R IN TA CATION O "*•"�'*• ASD. cEsev wxssme +a..-72 m1 TION WGWM SM11iPA S9I,x 6•_a• U INSTALLATION t ' BE E. 0.. 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