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HomeMy WebLinkAboutEVALUATION REPORTL ECD INC. TILLIT TESTING & ENGINEERING COMPANY wALTFR A. TiLLIT, JR., P.E. PRODUCT EVALUATION REPORT REPORT NO.: DATE: PRODUCT CATEGORY: PRODUCT SUB -CA PRODUCT NAME: SUBMITTED BY: 06-0206.01 Hurricane Shutters SCANNED St. LudeCounty Maximum Impact HV Accordion Shutter (ASSA / Bertha HV Accordion Shutter S; Metaltech, Inc. 7635 West 2"d Court Hialeah. FL 33014 tiiteeo@aoi.com FL P.E. Lkt=No. "t67 F FL .B. Lie.. No 0006719 I. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A.. THHt, Jr., P.E. (System ID #i 1906) to Metaltech, lime., based on Rule Chapter No. 9B-72.070, Method I d of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2004 edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 06-016, titled "MAXIMUM IMPACT HV ACCORDION SHUTTER (ASSA / Bertha HV Accordion Shutter System)", sheets 1 thru 14 of 14, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 02/02106. This drawing is an integral part of this Evaluation Report. 2.2. TEST REPORTS: Large missile impact and cyclic loadings under ASTM E 1886 and.ASTM E 1996, as well as Protocols TAS 201 and 203, as per section 1609.1.4 of the.: 'Florida Building Y` 6355 N.W. 36th Street. Suite 305, Miami. Florida 33166 . Phone: (305)'k,1-.1530 - Fax: (305) 8714531 PRODUCT EVALUATION REPORT NO.06-0206.01 Code. Uniform Static loads in accordance with ASTM E 330 and Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01-03 and 0715.01-03, dated July 18, 2003, and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E. Tensile test as per QC Metallurgical Report No.3DM-388, dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Maximum Impact HV Accordion Shutter (ASSA / Bertha HV Accordion Shutter System) for maximum shutter span vs, design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1612 of the Florida Building Code. Calculations prepared by Tilleco, Inc., dated 7/15/05, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.4 of the Florida Building Code, as per ASTM E 1896 and ASTM F. 1996, Missile Level D. as well as Protocols TAS 201 and 203 (Large Missile)_ 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span shall be as indicated on sheet 9 of 14 of Product Evaluation Document (P.E.D.), drawing No. 06-016. Maximum Anchor Spacing shall be as indicated on sheets 10. 11 and 12 of 14 of Product Evaluation Document (P.E.D.), drawing No. 06-016, Accordion Shutter System has been verified for code compliance to work as a non -porous storm shutter assembly, as per section 3.3.2.7 of ASTM E 1996 Standard. S. INSTALLATION: Shall be performed strictly in accordance with the details indicated on sheets 4, 5, 6, 7, 8 13 and 14 of 14 of Product Evaluation Document (P.E.D.), drawing No. 06-016. Minimum separation to glass shall be as indicated on sheets 5, 6, 7, 8, 13 and 14 of 14 of Product Evaluation Document (P.E.D.), drawing No. 06-016. Requirements for use of locks and/or locking rods shall be as indicated on Notes 1 through 5 on sheet 4 of 14 of Product Evaluation Document (P.E.D.), drawing No. 06-016. 6. MATERIAL CHARACTERISTICS AND M CAT'10' IS: Shall be strictly in accordance with General Notes and.Components indicatedbit.sheets l through 3 of 14 of Product Evaluation Document (P.EAX), drawing Nd. W0,16. Anchor 1 /;s>r, 3 PRODUCT EVALUATION REPORT NO.06-0206.01 specifications shall be as indicated on sheets 11 and 12 of 14 of Product Evaluation Document (P.E.D.), drawing No. 06-016. 7. LIMITATIONS—AND-CONDITIONS-OI; USE: 7.1. Shall be strictly in compliance with General Notes No. S, 9, 10 and 11, indicated on sheet 1 of 14, of Product Evaluation Document (P.E.D.), drawing No. 06-016 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tilli►, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167) , President of Tilteco, Inc. (Florida EB-0006719). (NER,_,A NOT S; I. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN 014 THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE R-ORIOA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM SHALL NOT OE INSTALLED AT HIGH VELOCITY HURRICANE 20NES, DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE SHUTTER Y+ILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR Kd-0.65, IN ACCORDANCE WITH ASCE 7-02 STANDARD. IN ORDER TO VERIFY THAT ANCHORS ON 'THIS P.AD.. AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS 'DOj USED �N THEIR ANALYSIS. BERTHA N.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AMID IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECT.ON 1609.1 4 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01-0.3 AND #0715.01-03 AS PER TAS-201. TAS-202 AND TAS-203 PROTOCOLS AND AST'M E-1666 AND E-1996 STANDARDS. 2. BERTHA H.V. ACCORDION PINS (HV SCREWS). USED AT BLADES KNUCKLE AND FOR DRECT MOUNT CONNECTION TO TRACKS SHALL BE B 14X2.75 AND # 14X1.75 RESPECTIVELY, 410-HT MINIMUM SERIFS STAINLESS MEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 100 kai TENSILE STREGHT. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELMCOATIIJG SYSTEM AS MANUFAC'.URED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION, PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 3, ALL ALUMINUM EXTRUSIONS SHAJ. BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy - 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 3C4 OR 316 AS SERIES OR CORROSION RESSTANT COATED CARBON STEEL AS PER DIN 50016 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024-T4 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL, OR ASI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 6. SEE SHEETS 10, 11 AND 12 FOR ANCHORS SPECIPTCATIONS. 7. THIS 13ERTRA H.V. ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. B. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 111E SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAU K ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAN INTRUSION. 9. EACH UNIT MUST BEAR A PERMANENT LABEL A VISIBLE PLACE WI WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK W�OR ALTERNATE LOCKTI MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN INSIDE HV LOCH Q (WHERE KEY MUST REMAIN IN THE LOCK). AN INSIDE ALTERNATE LOCK ® . OR AN EGRESS H.V. LOCK Q SHALL BE USED 10. SHUTTER'S MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL OF. PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: MEALTECH, INC. HIALEAH. FL. FLORIDA STATEWIDE PRODUCT APPROVED. 11. BERTHA H.V. ACCORD'ON SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING P,US ANY BUILDING AND ZONING REGJLATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 15 APPLIED TO. 12. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE. SPECIFIC PROJECT; La. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE. RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION -INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.E.D., PROVIDED ME/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCJMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONS10LITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGNEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD. ACING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SfE SPECIFIC DRAWINGS FOR REVIEW. (a) THIS P.E.D. SHAD BEAR THE DATE AND ORIGINAL SEA- AND SIGNATURE OF THE PROFESSIONAL ENC+NEFR OF RECORD THAT PREPARED IT. �L i�s®Flat. fILLIT TESTING & ENGINEERING COMPANY �h ]ON K.. gf b.\ YJ4wx W6P3. rIDbN vl vlwno (XIS)bYl-f3]0 . Poa . l]V])B'1]-�!]I e n ]amewoeLcam maEH-OWli�B / r" w BP aIw ]z. u]4+ �(ASSA #26) PHONE: (J05)823-460d, FAX (305)C86-7979 MAXIMUM IMPACT HV ACCORDION SHUTTER BoMa BlV`% aoPJiV I Sbaam Sysl® DRAWING Na OHV BLADE J 1 COVERED UNDER US PATENT ✓i M8179 (E)ND 2' (Nox.) 9/0 HEADER/SILL i $ w,ss 1• h QH H.V2��rt7 DI4R�E�MQM 9 ew no Gm• FO r • � LJ.T15 8 ©HV �I NTERMA7F 0 1 (SELF MATING) ru• m. .910� saco• @, HV 1 w (M9.1 0/0 HEADER/SILL 18, . E ,p TILIJ7 TESTING & ENGINCEWNG COMPANY ' eve w.v. ]ev. a .0 m 9aaw ewaws, amnw m I: urtocsOwl:em 'CA 4 - w.rtn n nwr ..0 r. :ma F law— efi '6a.. K)HV 96'1109E SPARWER z' Y o.+xs' s' Y Logo' L NAIL L'PL�BMoC (ASSA #26) PMONE.- (305)82J-4604. FAX: (JOS)826-7979 MAXIMUM IMPACT HV ACCORDION $Hurmn Be6m xTWAacw*mSbuw Syetm DRAWNG No -N DNAVIdO ULLLIIN■ NoIONumr WIN 3N'IO u&-9L9(soO -X & '.09.-fd9(9OO +3NONd (9L/ dssv) at" /mv 3'd 'e 1 r eL1YN mc3mD-® ImrNefsxl RIR 1EWU'61DUI.G RLLYN YR �1. 1i'VP. '.11 R ANVdP10D ONIN33NION3 8 OWSU L310 'STN �9• 0 � e/ /N �0• ;+I c aa.Il ..xra -W= NO .COLD A35! I Mll' L'lOm dR SI / awuv LNd 'LLCLIN 133NS N 30N 3DW wl c!%f nnW1IRf/ we mum:* (t MRS NO s3pNJ 33c) oinivas woo/ NUM 3Nod3O ma" SUN ev nm 'o. �-c:, •. rug ��I�'. ■ lV 9 -0.B £ b saes No 53Uk1 339) QOS tfF1RJ0I ...n uwna sm y�Wl r .i l5 .1-4YL IC M1B .L-. A 1 • MR .il 1. MANOAYDRY CANDDION , ONE KV LOCK ® SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. KV LACK ®WY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TOO OR Q CENTERLIXES W/(2) 1/4'0-20 N 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATIOK 2. IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURTIY PURPOSES, UP TO TWO KV LOCKS MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES QOR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3, LOCKING RODS ®ARE NOT REQUIRED AT HURRIGNE POSITION, BUT MAY BE USED IF DECIDED TO ENHANCE SHUTTER PERFORMANCE LACKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4, ONE KY LACK ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ATION. NV LOCK ® SWILL BE USED AS AN OUTSIDE OR INSIDE LACK. ATTACHED TO CORNER CENTERMATE W/(2) 1/4.0-20 K 1/2' LONG FLAT HEAD S.S. M.S. TWO LACKING RODS OAT TOP @ BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAKIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 9. ONE ANY ELEVATION. ALTER?llft LOCK 1 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4.0-20K3/4' S.S. THUMBSCREW TO Q OR ® CENTERMATES SHALL BE MADE W/ 1/4'0-2Dx314' ALUM. RIVNLTT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. IL ECOIMc. 11LLD TESTING ! ENGINEERING COMPANY •+_��• i •mf NR 16r. a fr m Mn.. ea®n Nani• ai (AM /28) PHONE (m5)a21-4m. FAX- (M6X25-7979 Bcas Bm Amwam LI syx— DRAWING No p,u, i. r_ .1• ID) ,11 ,J I, F1 _ I✓ . MGt! iM! CdINN1+GM Ei 4LTOM9: ] 1- tg 51RR ] iWl THC4. SNOnm ASS y oC. _- IICII1111Na SELDCN9 Cpl 6E COMeIQD DI AN) Mtl W fDR INY DbrU1lA)IaN• • e n .mac DeNaec (sac No1as a �Imue a deer n) 1/4'I-'lm]/V S R1WP8 )mm NGW NVWIL,YPeIf! MO 1/4-do HUM'S IY O.C. [Q .I .r .7. _ 1• INSTALLATION DETAILS F.B.C. Non High Velocity Nunicone Zone - . ••.;, �. . O eac] D11MM 11M awns, ra. MA7FJMYMIMPAC*NY - :' ": •';Lp. C1L ACCORON &MUFMI r •• � '��y7 CTF � =.•.`• - ILECOimc. ATA MYw4FY•+ Bata m� nwt tESnNc a ENomEEaNc w11P�Nr . x eaxemoM a1c ,. .. ` i 026) 1 I a-01 wrc: II oe .. am sw fe. R !� aaf, woR a lmla. rvrran.ufu PHONE. (m5)6]]-4601, a ORAWINO Na • � , -meh uMmemlmm ilY: (307)576-]976 Os��iB a r..��+ �yy• [k nIff4 m• I 1/1' NEL W NEM 'on" O IL• 04. 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ONE NV LOCK & NO LOCKING RODS • (SEE NOTE }) YIOI.1 �l7 CDMOILIE a WGOG A WNL WuxTwc GEamo N L♦ 00 1 L- 30 u u'-1o• 1+'-1G• a -a• le•-r 1r-r -r 1s•-r Ira 12'-3' 2'-5' 1 12•- 0 I1'ia 11'-Y tI'-r 12'-4 es 10'-lr 10'-te' t2'-1 a-N 70 tow tr-e• IF-9• II 75 10'-1- 1r-1' 10-4 11'-1 so W-10• r-TO' to-o' lr-r u W-W 9'-e• 9'-9•RQ*-4" 90 W-Y 9•-3° 9 -S' 95 r ' e'-r . 9'-20 1DO W-r a'-4• e'-W 10.E W-r 7'-11' a-9 Ito e•-r r-r a•-r1is e'-r Ttir e•-a'120 r-o r-I r-2•125 r-ID• W-W 6•-0'130 r-r (Ta• r-1w135 7'-r r-r r-9• 140 r-r a'-1V r-r 145 r-r a'-r 7•-5' 7'-]' 150 r-r e'-7 7 -4• 7 -D 155 r-0• e'-e -r ea° ISO a•-H• 1•-r r-1' e•-7• 1 9'-tr r-1• -G e•-v 17o r-9• .'-n• a•-n• s-r 175 a'-7• .'-2• e•-9 r- 1B0 al-e 4'-W a' -a' S•-tD• Les a'-1• 4'-a• IV-7 W-W e -0 a'-r I4'-r 1 V-3' 1 a-r I e-1• s'-r 200 a-2• W-r W-4• s'a 2os W-1• 4'-1 V,3 IM E MAXIMUM SHUTTER SPAN 'L+' OR 'L-' (R.) 1N5TALLAn0Ns W/ OPPOSING 11 ONE HV LOCK & NO' LOCKING RODS (SEE NOTE }) 1fID1IPU co"ValE a WOte 06DL.LDm A (AaT3 h a -1 WAu NAMOM ItOef/�0110WUNa N l- IB-0 ]9 14'-1a' I4'-Ir 40 IY-101 IS-Ir 45 IT-1' IS-11 50 12'-r ir-w 55 11'-10• I1•-10' ED 111-4• 111-4' 63 IV -to' le'-lo' 70 1o'-r ID-r 73 ID•-1• 1r-11 60 r-Ir 9'-10' 55 9'-r V-r 90 9'-r 9•-3• 95 W-W e'-r To0 a'-W r-4' IDS B'-r 7-11" 110 115 120 a'-0• r-n' 125 r-10• 61-r 77W W-W }JS r-7' 140 r-11' /45150155 s -r 76 0 -27 517 Kr-jr 41 175 W-r ISO r 11T3 4•-r 190 4'-7 200 V-2• 4'-r 205 4-I INVAILATION LFUMD CONCRETE a. WOOD I N1 WALL 2.. 1, 2. ] 2W, ]W, MOUSING d 4 4W, SR a 6W w. FLOOR/CEAJMG S, 6, 7 aW, aW a,NGIUNIT e B TOW A MAIDNM SHUDFA SPAY -L+- N1 'L- MR INSLWAMMS MM WOOD SHAIL BE LASTED TO Ito Pa. GE9O• LOAD. t CORNR GENTERMDE /3 MVT eF USED AT ALL MONTNG INSTALLATIONS. Loma SPEOMMS IR ML BE A9 NOIFATED ON MINOATORY O7NGR10N /2 NOTE /4. SNEET 4 OF 14 1I E C 01114L. TIWT TIMING a ENGINEERING COMPANY m.A t a NA ItAS41 rAAmrt Raftsau NIa<A 4 (MV71-1I3:. F0: (Mini -MILT 1LTLR A MUT i. P. E. NaaOAa E NID Five (MS)W-4604. FAX.• (J09JB26-7979 • NOTES• "I IL+: MAXIMUM ALLOWABLE SPAN FOR A GAIN PGsGNE DESIGN LOAD, L-II MAIL ALLOWABLE SPAN FOR A GNIN NEGITIVE DESIGN IOAD. (2) PROCEM= TO OEIRaBNE MATNVM SPAN FOR WALL MOUMTNL'S (1OP/BOnOQ OR FLOOR/CERLNG: GM A POSITIVE DESIGN LOW, DEfOafNE MAIKUM SPAN 1.+1 ERow scKWULL OMEN A NEEAIAE DESIGN LOAD, OET 14W MAIM SPAY %- FROM SCHEDULE FOUL MADMUN ALLOWI6LE SPAN S MM TO THE M VUM OETERMINED SPAN DEMIN1 1*' AND 'L- (CsOMBONIONSPROCOUREI S DIOIEN MA lLAMIM1N SPAN FOR YOUNDNGS W/TLDOR/CIXMG NOUNRNO& FOR A GNET1 POSITIVE DESIGN LOW: 0ET AM0 L+'. NO. SPAN FOR WALL NNUNTING VISIAIINS lN9. 181A M10Niµ FOR FTDOR/CEEBW MOUNTING FOR A OMEN NEGA➢VE DESIGN LOAD: ODERMW- L, K SPAN MR W.4L MOUNTING NBEAU DIRKS. L> - MAX. 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AMMD 9FACW0 COMM W lET9 IIIIM YaaY �WMo rlaaaA COMMI AoTOMAT I la R /CIILFI. L a Rm :!r I/41 W WM 6aa 9l a llnR.r rwao.,• eaFoa •,r r oat am eve T r/r aye as - Y oAD OAO USA #28) PWK& (JO5;S2J-4W4, FM# CMS)825-7979 ACCOROION NWTMR aeon Hvkomdtn obAff b)slm DRAWNW No SOUTHERN PINE No. 2 W/ MIN. G=0 DOUGLAS FIR W/ MIN. G=0.50 m (n WALL MOUNTINGS CEILING MOUNT 1W. 2W, 3W & 6W FLOOR &MU1OW NEG11211E D®ai IOYI iPAO I WMK DEWalA&O ( (SEE MOUNTINGS ON SH= 13 & 14). ��- lJ BS�TRATE 1 y, SPRUCE PINE FIR NORTH W/ MIN. G-0.43 SPRUCE PINE FIR SOUTH W/ MIN. 0=0.36 1/2' MIN. CDT( PLYWOOD N WALL MOUNTINGS T 1W, 2W. 3W & 6W CEILING MOUNT 6W FLOOR MOUNTINGS 9W & low WALL MOUNTINGS 1W, 2W. 3W & 6W CEILING MOUNT fiW FLOOR MOUNTINGS SW & 10W WALL MOUNTINGS 4W & 5W till amen Lma W7 I f3AM Dmol Lm (pg) imu D®'it lDW (ING mm-aYE am01 Lm W NLWNE Dam 1ND W) 1Y-0' W-O, 14'-0' 16'-0' 1 12 12 12 12 12 10 10 10 - - 4.5 - - - - - - - - - - - _ - 6 6 6 g 6 6 6 S _ - 4 - _ - - _ - - - _ - - - 12 12 12 12 10 10 _ - JS - _ - - _ - - _ - - _ B 8 y s 5 4.5 _ 3.5 - _ - - _ - - _ - - _ - 12 12 1p 1• 10- 75 7 _ - _ - _ - - _ - _ - 8 5 8 45 _ - - _ - - _ - _ - _ 6 8 y 6 4.s 3 - - - - - - - - - - - - } NOTES ON ANCHORS BEOLIREMHh • WOOD SUBSTRATES - 1. ANDIaa To WAY. Roan a( WA WOOD 1:OIFIT Ill W M mum. ' 1/4's T 1ANaFA0= BY I.LW. aALCQ W/ YNM1Y D MOW N Da1C M At D ON MEDa 17 Ic e[CEPDal: ePE NOR 1 Ba10W Yaaaa 11TC 71A SN(LT f A AM 90LL COHtt1T O< W scl At m Nis 1W s mW1 mm I WO MI6 e1NL Caaa( OF M NaIOWBIG -CONlO1a POE Nn y W/ 0 A 55 OLO.m -OMWAT M W/ O� filAi] -Wftu. Nat is Nam W/ G. G." M Matt W Nt Sam W/ O. .(-= -YM 1/2' CON XVWQW (1W WA) l ggNOO, SIN1L W a AJM (a1DWNO ALL CI INC R(tDNYDGaDNn Na WPECW GVWIa OF iNt ANOWB'B U"ACMYIt. _ F.B.C.(Mon Wall 1 J n` Ta11T TF3TIN0 & WOMMING COMPANY O81 NF lM 0. IY iR4 NaIY C.WY6 M1aCA Slli AIwN, (NIDMNI-a]D. IF..: DNNA7AY1-ISII OSSA j26) PNONE• (30DJW2.T-46o6 /An ryasJWze-797W Acemomm i11YTT1111W eaten W/Acoa4ao BDutla Syton DRAWING No WAY { • • .1 r cME .•. I 1/IY tAPCON F PER n"' OF iN AffA TO Domxa WDDD BEW. (SFf EONEdl1[ ON SMEfl 13) I E an® ®SOFFIT MOUNTING I STA 1 ATION I I• mx. TO I—SEa \I TO am 1 MR. ik � r r W. WOOD I v a aPa —r /IIOrV p MEa •� W CECK REGIEaED ®. L Wdm W411� MEAO rEN W nmml G'.0' W. lace, DECK SCREWS Ir.. REGNAEO (NO fMCN MMED) E 6 MV81P IFAPP of IF �� VT'RKM`WY`+R Rom JIN DECK IF E GIOOF®h® /{Y TMCON " 1 1/3• IM• PQBMATON 3' UN' - 1/{Y iNCON W I • He. PENEmAnaK r Nw. 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