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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date. S ! Permit Number: l lJ JUN 0 5 2 Building Permit Application 1� Planning and Development Services PEnfi41171NIG Building and Code Regulation Division St. Lucie County ;=L 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772)462-1553 Fax:(772)462 -1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line Address: OS.S"1!f f A V Legal Description: )5 n Ccrvy 6ea bz.�Jey r /�Cl"r�� C1 �7 0/ l"0r2 ;F g,?6p L-- l6 6 J Property Tax ID#:-i- '"1 - ©I"59 1 - CJ00 - I Lot No. Site Pian Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: lee ih Addiiio-n-a-1 work toe nertormed un ert is permit-cneck all t=appy: OHVAC Gas Tank DGas Piping 1.2shutters Q Windows/Doors Electric Plumbing Sprinklers 0 Generator 0 Roof Total Sq. Ft of Construction: SCI. Ft.of First Floor: Q t Cost of Construction:$ /d .2Utilities:El Sewer F1SepticBuilding Height:_ 1?0 Name lno- Ce-k7 -rC- wa,2' Name:Zo-ow g r Address: {S'.OS" i!/ 71 Company: Co _VIC. City: State:, l Address:��4a<74 L Zip Code: 3�`�y7 Fax: ti^/z City: A/, f`�..G/Gr State: Phone No. 9 7 • SD `-/,I( Zip Code: .7"f!�ul Fax:722-y l--.6 ST E-Mail: N-1A Phone No. 77.2-A/61/--V16• Fill in fee simple Title Holder on next page(if different E-Mail: 7-o ai. ,f kiJo lC. Q,.,Vg4.wo.-G.o wt from the Owner listed above) State or County License:,Cce j,3!!cS'!d`Q If value of construction is$2500 or more,a RECORDED Notice.of Commencement is required. DESIGNER/ENGINEER: `Not Applicable MORTGAGE COMPANY: Not Applicable Name: Ma4 65J_7?r) �a Name: I Address:,- '06 Address: ress: A/ City: rr. P Cze,I City: State: Zip: F Phone: 22Z-26Z- Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City:_ I Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit hold&to build the subject structure which is in conflict with any applicable Home Owners Association-rules, bylaws-or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work rk in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt,from undergoifig a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording your Notice of Commencement. S _ Signature of Owner 6essef 7-Agent Stnature-of-Contractor Llse Holder' STATE OF FLORIDA COUNTY OF STATE OF FLORIDA COUNTY OF The forgoing instrument was acknowledge before me The forgoing instrument was acknowledged before me this_r this J� _by -)--dayof- 20 JL�_by day \11up, k,I lncnrmcv�z (Name of person acknowledging) (Name of per—son aicknowl-eUging) 't 0 AA. 'k UJA (Signature of Notary Public-State of Florida) (Signature of Notary Public-State of Florida Personally Known OR Pro uceden Icifptification V/ Personally Known OR PrProdd identification ✓ Type of Identification Produced t- L. E). Type of Identification Produced F7 L I)L, 7 TN E�LE 1"I mmission No. R-Aeg!)N I E L S E N Commission No. Ma)fN S. NIELSEN KA OMM)$ ion# FF 115637 Cornmissioh ff FF 115637 S My Comm M E i S so x, Commission Expires My Commission xnirps Juno 12, 2018 Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER " REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW -DATE �S'�yTTE's4 scN�av� � UNIT SHUTTER PRESSURES OPENING SIZE SMITE' ll SHUTTER SHUTTER STORM BARS ANCHOR PANELS # TYPE W X H WITH HEIGHT SPAN # REQ SPACING BOLTED 6 d f2on c cn T i CD a `• �c � F UJ ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER-SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES PROJECT NAME: SCHWARZ NOA or FL# ADDRESS 5055 NORTH AIA UNIT 701 NOA or FL# CITY/STATE FT. PIERCE, FL NOA or FL# CLADDING TYPE: ISTUCCO OVER CEMENT I NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED (Vu/t) 160 NOMINAL DESIGN WIND SPEED (Vasd) 124 ROLL DOWNS, WINDOWS, MULLIONS, EXPOSURE D HEADERS,STORM BARS etc. MEAN ROOF HEIGHT 90 TOP OF WINDOW OR SHUTTER HEIGHT 70 WIND DIRECTIONALITY FACTOR 0.85 EFFECTIVE WIND AREAS ENCLOSED BUILDING GCpi= +0.18 50SF><=100SF 1008F><=200SF 200SF><=500SF+ POSITIVE PRESSURE (ZONE 4+5) 69.8 41.9 64.9 38.9 58.5 35.1 NEGATIVE PRESSURE (INTERIOR ZONE 4) -76.8 -46.1 -73.4 -44.1 -69.0 -41.4 NEGATIVE PRESSURE (END ZONE 5) -123.8 -74.3 -110.3 -66.2 -92.5 -55.5 PARTIALLY ENCLOSED BUILDING GCpi=±0.55 50SF><=100SF 100SF><=200SF 200SF><=500SF+ d Ll M SITIVE PRESSURE (.ZONE 4+5) 97.5 58.5 92.7 55.6 86.3 51.8 i ;NEGATIVE PRESSURE (INTERIOR ZONE 4) -105.8 -63.5 -102.4 -61.5 -98.0N TCy�s�j/� w GATIVE PRESSURE (END ZONES) -152.8 -91.7 -139.3 83.6 -121.5 04 i9e'�S� •'•�� 1 LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 0u ; OF L lom _ x/1!1!"'ti'i111 Coastal Shutters And Stuff (772) 335-9198 Port St. Lucie 7722)461-2116 Fort Pierce CUSTOMER'S NAME PRODUCT LAYOUT SHEETei&-2 d J„ i Q * . n S I � t„iA�✓ Lock�r�j n^ de :^J)dc v I f 411- RS .=L f 0 ? PERMITTiNG St. Lucie County, NL During installation we must have access in and I ACKNOWLEDGE UNDERSTAND THE ABOVE out of property for good installation. Owner, or someone with authority, must be present during installation to inspect and pay balance due. CUSTOMER'S SIGNATURE 7/20/2015 Florida Building Code Online vs�- ON, g55�, ^�rr':�, ei;Y"izi'i`a7t`� BCIS Home Log In € User Registration Hot Topics I Submit Surcharge Stats&Facts Publications FBC Staff ! BCIS Site Map i Links Search Busines'•r.i Product Approval PrO esSl (�) USER:Public User Regulation Product Approval Menu>Product or Application Search>Application list>Application Detail 0 Y 4 FL# FL389-R8 "` «µ Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative � t Address/Phone/Email Jum Quality Assurance Representative Address/Phone/Email pF-p,a,jlITTi s S1. Lucie Gouny, S Category Shutters Subcategory Accordion 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 Walter A.. Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code httplMrww.floridabtalcing.org/pr/pr app dS.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 112 7/20Y2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products ........... FL# J Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 3- (Non-HVHZ).-Drwg 15-086 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 11 A,S.S.A. INC,_DRWG,.1S-Q86.i3d Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other. Large Missile Level "D".Max span is 12'-7"for 35 psf FL389 R8 AE A S . INC. P.E.R. DRWG.15-086.pdf positive ASO load and 13'�-0"for 35 psf negative ASO load the Created by Independent Third Party: Yes HV3 blade w/o window blacle,5'-2"for 110 psf ASD load for fi II HV3 blade w/o window blade and 8'41"for 62 psf, 9'w-6"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls Is 79"for max. ASD pressure rating of+72,-72 and 84"for +64,-64 psf. See sheet 5 for other spans and ASO pressures. 1389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks I Only- (Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 11 A.,%S.A. INC. DR—WG.15-085.od Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"0". Max. Span is 16'-0"for 30 FL389 R8 AZ A.S.S A, INC, P.E.R. DRW(3. 15-085 HV.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade, W-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75, -75 p.s.f. for metals stud mountings and 8'-0"for 110 p.s.f. for HVI and HVIA working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. ..... .......................... 1389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions - Approved for use In HVHZ: No FI R8 11 A.S.S.A. INC, DRWG.15-084.od Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.Large missile. Max. 16'-0"span at 30 p.s.f ASD load FI 89 RS AE A,S.S.A. INC. P.E.11, DRWG.15-084.od for Blade I and I8'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 112, 25 and 28 respectively Contact Us:: 1940 North Monroe Street,Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AAJEEO 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 your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395, *Pursuant to Section 4-55,275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with 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: hV:tlwww.floridabdfdirig.orgtpr/ app_.OU.aspx?param=wGE\rXQwtDqvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw�/�3d 212 JUN 5 29,W PEn1f t:7r NG St_Luci. GENERAL NOTES: W. IUM OW MS�NUFFER:symm W WY RE NTHIS�SUIWI A=111- PE0. IIID POR OOYPIIMICE Al AMDROANCE N71N TIE 2014(SN EDMWO'OF 7FE RLRCAzomm DESIGN MSD LOADS SIM BE OETERNKNED AS PER SECTION 1009 OF INE ABOVE MENTIONED CODE.i0R A RM IM SPEW REQUIM Of THE JLBISDWM WIQtE SIM1ERR VmL IMLE OF CONTENTS BE NSMOWM A DROCTONALIIY IRMIOR Kd•OA4 USNO ASCE 7-10 FOR NSB4LVWS HINDER 2014(SON ED11101Q FDC ALD SHALL NOT MEED INE MAXLRAI(/►S.1-) . OEM PRL5M RIITNC4 N1N6 MUED ON SMM 12 7I 17,24 26.26 A 25& W ORDER TO YNiEY THE ABOVE CONDITION.UUMATE OEM WIND LOADS DEIFJDfiD PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS06 DESIGN WIND ROADS AREA J- HV BLAM fh i j A,(b OY IDLIM VM TIM BY a6 N ORWER TO WWWRE TESE Al RAX.GLAD)DESIGN PRESSURE RAYNCS WDICATED ON WEER 12 71M 17.23,24 28 a 26A GENERAL NOTES SPELT 1 N OROFR ID VIM FE R YSTIO"4 tX1 NIRS RED.AS 1FSD L MfNIE NOT NVACRL OD A 33><NG6M N NIORABIE RIMES IQR M W O 1U14 AB USED N THEIR DE A S P t ARN SYSTEM COHEOTENIS 1-21 SEEN 2 H.V.ACOOPOION SM7TfA SYSTEf1.9 AOEOUALY FWTR Epp AND LARGE LtSSME tWACf IDAD FIAT Bf17EE YI96fOEb N AOOORDIWCE 110111 SUCTION ID26 OF THE ABOVE ML74TIDETD 000E M PTt All swm 21-9 SHEET 3 R60RIS -NW BLADE 101oa.01-a1./071&01-07,/1004,01-04/1214,01-d6.IM17.02-04/0NMI-10 AM jN1001-11 A9 PER TAS 201.TAS 2D2 AND TAS 263 PNOIOMIL TYPICAL SHWTER ASSE118Lr 3" SHEET 4 -NV W INDI N BLADE @/0303.01-08 AS TAS 201.202 a 207 PROVOCOLS NO 072&01-08 AS PER TAS 202 PRO(OOOL. Q TN AI A_ AM nffl! M/ MA R(1D AN M! MU - DOW Rlilnr AD TWE IERF - BLADE®/1-1-1-,011-Da As PER TIS201.TAS 202 MD TAS 2a7 REOEOCOIS - TYPICAL SHtUiM EIEVIMtON a NOES ON LOCKS SHEET 3 2.W GUIDE 1QMA FN BIAOE 2QARE FNrG1NEERID IO EMpUf N UAE90E1 rt'IRI FACIi 07FRR N At3'A4 NSFRE 7FE OL51CN PRLSSINifS 7RAFSRIOH fROY Flap ZOFE 3 TO NEENOR ZONE 6 FA171 NSEAIEATKIN DETAIIS A--F-OOEXIBE/BLOCR SHEET 0 f7- INSTALLATION DRTAU F-4-CONCRIE/SL= SHEEF 7 COCEMERINiE OETARg Hy N�B a t ARCI6BASDON B1NlDNO COW1glIU7101E AFpASSW1RYIq RIND SFWALL 8E 1D TFiE BIpONO OFRC41 AT TILE TWE PERYR IS APPLIED FqCFMERWTE ALTFANiM DETARSW SEEEF 9HV �17D 1N YM�gDM e1ADE IE1WYfEENED IO WTORK N IRNL90tH wmH&ACEI OnLBt UNDER THE ODNDRAL tAlITA710NS AND oONOTDNs CF MISE NIDIOBED ON SLEET 26. CENEERmATE Dams HD SHEET 10 ETD CONNOUMN DEWS i-6.cmoWw/BLOQK SFEEF 11 3.BERTIN KV.JCCOImm PINS DEV SCFMI USED AT GUIDE!T GIME AND FOR DETECT MOUNT CONNECTION ro TRACKS V ML BE/14XL75 AIA 1491.73 RESPOCINpr 410-NT Loom - UAXAMIy SPoN TAKES SHEET t2 SERFS sl2a SS S1FEL 9CRdS MM t3S0 kd YELO STRENGTH AND 1130 NI IFH51E SIRQNAIN.F96 S7NU.BE NAIFD WMI7T1H��BFNRFM W COILING SYSIOM A§WMWAC URED By SHEET 13 APPROVED CORNG APPLWOM REGISTERED,WH AMORIM SUM SWENS ASSOCIIMW PILES MUST BEM THE W Ukwm ON THEIR HTAa ANCHOR SCU UTE-OMMEE aRm 4.ALL AILUMNAI SNALL BE ALUNOUI ASSOCt UM AUDIT Mp 4LPER AS NOMJOED ON SHEETS 2 AND A U MIM YIELD WAR"FOR 6063-1e MW 1S 31.7 W AND 33.7 kY �H���F���A�%K SHEET 14 FALL GM-75 Mom ANCHOR SCHEDULE-CONCRETE&KKK SELT to s ALL SCRflY9 ro STEEL 304 oR J16 ASI SERFS OR CORROSION RESIWAKr MAIM CARBON ST(NL AS EWER DN 300118 WHIN 60 b1 WL YIELD SIRENOTH AND 00 kd WL SHEET 18 70ME ANCHORSCHEOI1lE-WOOD SIRENAN a SHALL COIEPLY W/FlAl6BA BUIDNO CODE SEEM 2411.7.3.4. ANCHOR SCHENKOD E-WOSFEEF NBTAIIADON�T MR17 OD - •WOW &BS TO BE ASOM A 307 GGALVANIZEDSIEa.C 04 N AM 3OR 316 Sfit STM M s7EM Y1H 33 kd Y 018 tNW 11p STRENGTH ItESTALEAIEON DEEMLS S-X WL� SHEET 17 OOD SHEET 19 7.SEE ITE MNHO fW G SHEER FOR ANCHOR Mal)ATIOM W BIADEQ 1414.13,14/7 a WA END CONJEC1M MANS 7-12&T.VMD SEEEF 20 W BLADE •28. W BLADE ® WORKIM N UMM:'13.14 a 16 AREA 3: W BLADE i%ONLY aL,INS BQOHA}}11.Y.ACCORDION WMEIR SYSTEM BENTS A V.3.PATENT 16779AM COUSIONEM OF IMS APPROVAL ARE COVERED,N WHOLE OR N PART Ere 1-S.PATENT jW4b6.1T9&SUED 10 TTR(JIL$NUIEFR QEyAT10N a NOES ON LACKS SKEET 21 EASTERN pETL SUPPLY.INC. INSTALLATION DEEMS AA-00.CONUETE SHEET 22 9.T SFOLL BE 7FE R6PONS0M11Y OF NNE COMRACW R TO VFDiY TAE SOIRIDNESS OF AE SIRUCRRIF YMfRE SITTER ES TO BE ATTACHED 70 INSURE PROPER NKH6RML CONTRACTOR TO CFNIERYAiE DEALS NO SHIM 23 SELL/DILE&ML SIE111IIF COIIDONEFT E7X:E5 WN6nl Rp7AN,NMA EASfFNND N cOFTIRUOEE3 cOMACT WIRE THE BIDING M PRL W WINO/RAINNERMX END 00lMECgON pFIALS t-6 a X60NCRETF/BLOCK SEELY 24 to EACH TAU LUST BEAR PL76AM M LABEL N A VWa PUCE WIN ILARNING NOTE DIAMNG PER1008 CP MRWPJINE YWM66NOS f101tE 0111NFTt.IGtANf,OR OlFERS,IR)ST PROPERX CIDSE ALL MAKDAAI SPM TABLES SHEET 25 _ W AM NO CFMERNATES AND E WACIS OR EDGE ALL IN AND NO LOCKS. ANCHOR SCHEOUL�0MCREFE SHEET 28 It.SHUFfIR 10 ACNRER'3 VSEL SHALL BE LOCATN ON A RMBLY VI ME LOrAMN'AT ACCORDION WATER N ACDOMANCE IWTH SWFIM 1710AL3 OF FLORIDA EIUMDNG CODE ME LABEL . SNALL L BE PUKED FOR EVERY OPENDNR LABELING To WILY MRH socri L 1710&2 OF IKE ROMA BULDN9 COOL AREA 4: LTV WM W RI ADF Ob ONLY 12.BFIARNA TLV.ACCAP OI SHUTTER S1fSIE)YS*WMA"am06YPLY VAIN SPECS llpiCJ9FD N THIS Mon RUG At1Y EIWDNO AND M"REW2A1fON4 mom By 111E Jl1PoS0ICIlON YRERE FEWq APPUEO T0. TYPICAL MWN GUIDE a IAEDONDEMIL SPIFFY 27 1J.(0)7143 P-M PREPMm BY INS ENG"M R COMM ALD DOES NOT PROVIDE RBLWAADON FOR A SITE SPECIFIC PFAMIL L..WHERE THE SITE CONDITIONS DCNa FROM INE PFA TYPICAL SHUTTER E12NpT ON SHEET 28 (E)�RTWRCM40M 4 DETAILED SIBUIE IM DOC WNsnumm SELECTION.PUR0W SAFETYY AT SITE 199 IM OWETRRIIC' IrSTM BASED ON Til4 P.ED..E'ROYDFD IfffSFE ooES NOT DLVMTE � D ON Y AREA_b! MV WiN[N]R LTtenE: + T (0)TIDE PAA.WILL BE CONSpFRED NYAID IF ALTERED BY ANY WARS. NSALLATDN DETMIS.METAL SIIDTALLS SHEET 2BA (d)BE RESPONSIM PROPER USE OF DEP D OF A FLORIDA REGISTERED EM ACTT OAS A DELT xtattl N IN BLcoMT THE CGNLSR OF FIXORO G�RpIL)FOR THE PW=AM WND ML. DRAWNGI MR RLYEIV. REOORa ACTING AS A OfIfCAlEO QICD.{F71 ro 711E PSAL ENGINEER SKILL sITBLMT ro 7NOS LATTER THE SITE SPEC= (.)ORIGINAL PFO.91AUL BEAR IEE WE AFD ORIGINAL.SAL AND SIMUM OF THE PROFESSWOAL ENGEM of MORD THAT PREPARED R. F7.ORIDA BUILDING CODE h VabcliyNNmiKbTle?arse ' 1-W Nus G+ THIS DRAWSHALL ONLY BE USEb TO ��p```A.�A A.T/NArir,,y O 20t3 EATB61 t47M aIPPLr,W. OBTAIN PERMITS IN THE SPATE Oi'FLORIDA ` .• ''� A S S A TNA HV- ' ,..,,.I L ECO Hila. Accordion Shutter System V.BMD& t OR H.Y.H)LDDTI DUDE a NV SIA y • �e � AmeTlaon.ShMHar SyntamN TILLET TESTING a ENOINEERINO COMPANY 1- tW60 L �1•. '* 4W N.a Wft fl-SM 3100 YMMM 4ANIMM 1UrAw 331 Assacklion. Ino. I q0"It M 3/13 lWft W 13 1 Pn..:.:005)67t-t6w.rac:(3 swt-ism 4288 W66troad6 Drive : • yi a�'' PRION * , Wed Palm Beach. FL 33407 3 DRAWING N6 •••••NO�� `r WALTERA.UW Jr.P.E. 4 115-084 P.E. �J �/�� nma Na 14+fe7 6 SHE ILII MMD.SLAK 1O HV SOLID BLADE BLADE OPV UNIVERSAL FLOATER ®HY LifY f18D• STARTER COVERED UNDER US PATENT/ 179 COVERED UNDER US PATENT/_6438179 OIlALiFlED FOR USE W }tV 1 Q 2 QUAlT1Fl) USE W/ 6OM-TS ALLOY AND 1u1PER. 60W-T6 ALLOY AND T YpDERO O QHY DIRECT MOUNT � ME �`�TE�ecR OUALJnED FO USE W UTA�SEE RA710DL5 OF US BUIDE®ON SkEEf�2 BLADE 1 _�, �ggas-Y J1LLOY TEUPER (// D EMPER Des' 9W i ADAPTER XMOHV WA , _ .920 © ' eu1DE t © QUAus1 HV ;w tiv 9ObV DRENCH TRACK . HV ADJ. FLOOR 6063-TB ALLOY ANO VEMPER 6o63 16 A AH MMR OlLA11F1E0 ORW HV BLADE&2 OHL4 �QV_ RAINOUARD OWE 1 D ENPER VMES 6063-76 ALLOY AND TEMPER ODUFIED FOR USE W/HV Goes-T6 BLADE 1 do 2 VARIES 1.930• 03-TQ ALLAY AND TEMPER .9/r _oar oes• tme• - .060• 670 , we 1.666' 670 tzLo 11 _ Q6. HV HEADER/SILL 0 HD CEILING HEADER/SILL 33m' FOR BLADE 1 ONLY, QI/HtFlED &%UIF AV, Pt ONLY Q ED FOR USE W� WeLAOE t� 14 1® SHD CEWNG HEADER/SILL S�S�CTIONS FOR VAU SEE SECTIONS FOR VALIDITY. QUAUFlED FO&USE W HV QUALIFIED FOR USE W/HV BLADE 1 Gc 2 6083-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER BLADE 1 ONLY. 666}T6 AIIAY AND TEMPERO O 6063-T8 ALLOY AND TEMPER SLAW ODYPONENT A D T1 72 X Y l LMR% Y LQL L � r 2' 126 W 3' 0.080 ® 2' 6'MAX War 0.19r 161e2 1 �Jj�E ANGLES ALUMINUM ANGLES ® 26• r W also' also• W(D CORNER SE W FlED FO USE W� F(V FlED F ILRE W/ HV QUALIFIED FOR USE W/IFN BLADE I & 6063-T6 ADE I ®EMPER 606�E3 E (ALEWY ANDEDTUEII)ER 6063-T6 ALLOY AND TEMPER \\\\,uuwuN7ryi, FLORIDA BUILDING CODE (lon Wo Y6)oei Rurrkane Toile L• •• J•�i'i 0 2016 MIEIRM LEEN.SUPPLY,IN0. a� • u��sF::'9 BERTM HVTM ==ILC O A.S.SI.AL. Accordion Shutter System • •*` Amen ton Shutter oml► Y LNAOE t M QW/0 N.V.M7t60M ANY.MADE o F, VAIS TILLIT TESTING t ENGINEERIHO COMPANY AngoO�lon. 1� L a 6 Oec M to LS '�.. •.� 0365 MM.300 3l.34 304 vimm opcom RLIm\331 s����' / •. ..,•`4` ``� Pba I(sone -tbs0� r�mdz)Q71-tut West 68 Goch SDrive FL 33407 2 DRAWING No W-OOOQA;9 4 15-084 J/Ig111111111gN NFIA A 19717 Jr.P.C.IIOnM!b.111167 a SHEEP P.E. SEAL./SIGNATURE/DATE 6 4. C1576' e 1 1=20x1 14'-7.0 .745• *F*1W•oarIHOER ewas M3NER •a41 w m)(00t= (ae0 C MAU* • �- RED FOR USE W/NV EQ&®ONLY KV FLOATING . ® K 6063-T6 ALL 0 TEMPER Q ED FOR USE W/HV BLADE1 &ONLY a• _QlNU1F1ED USE W/HV QUNJFIED,�OR SFIf HV 6063-76,ALLOY AND TEMPER BLADE 1 & ®INK. BADE ONLY. 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GIME Accordion Shutter System V. 1 W ONW 0 V.M"BLADE&la BLADE * •*- TILUT TESTING a ENGINEERING COMPANY AmeH-an Shutter Systema DESCMP x 6Ra1N L1•L :•• STATE OF ON N>s W%V.Ma=-%vmla CANFxs nMM 331 Aesoolotiotl. Ins. 1 Ow Iwu n /I3 ase 04/13 15 Uli • Wme:(3os)671-taw.Fsa 1(s0a)sn-1631 4268 Weatroode Drive .2 'meg ••. ... \���s�1 r11°F •�^ West Palm Beach. FL 33407 3 DRAWING No i-70NAL�N�``�� FN"LTERR RUM}liilR a 1rJ-084 P. SEgtIiIGNA�l1RE/DATE a SHEET 8 41 4 SHUTTER ASSEMBLY SCHEDULE FOR HV Qj HV 0 AND HV Q BLADES. 0 HV BLADE 1 NV BLADE 1 A N 2J HV BLADE 2 or(Z ® HV LONG RECESSED NYLON BUSHING' 4 n N ® HV SHORT RECESSED NYLON BUSHING 3150 ® W NYLON HAT WASHER EXTERIOR .� ® HV WHEEL CARRIAGE AISI 302-303 SERIES 41 4?S• R ly 4 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS 1 or 4 or (SEE NOTE FO{i ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD �` EOUIREMENTS HV 2 3/4,""ACCORDION PIN W/. #8 HEAD 1k EXTERIOR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW or (SEE SHEET 27) I ® I " AT EUSM EME KNUCKLE FORnPICAL NUTTER ASSEMBLY. SCALE: 3/8• HV �M®OR®AT (1)W PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR 1• EXfERIO B XLES OF W ACCORDION SYSTEM W/HV(D OR X 24' _ BLADE'S KNUCKLE. (SEE NOTE* FOR REQUIREMENTS) (2)TLV PIN®MAY BE USED IN UEU OF®AND ONLY AT E]017Im BOTTOM KNUCKLES OF NV ACCORDION SYSIEN W/HVO2 BLADE WHEN CORREWONOING TO INSTALLATIONS•CC•AND•00•• SHEET 22. ej (J)W PIN 0 OR®W/ 1/2.0.0. 1/16.1WK S.S.WASHER SEW+.BE USED FOHDIRECT MOUNT INSTALLATION PER DETAIL X. WHEEL 1ARRIAGE DETAIL SHEETS 11 &24.. ASSEMBLY LAYOUT N.T.S. N.T.S. �L�11LnLTNur++b� FLORIDA FRAUJILDING CODE Nm High Velocity Numcano Zone ```��`�•,.... :..,•(//,Ai,��' 0 2015 WEAN MEDLL SUPPLY.INC. BERTHA HV1u A.S S:A■ Accordion Shutter System _ = E C O Stia. /V0 V.BIAOE 11I W1 OR%ft H.V.WNIM In"B ITV.BIAOE 3 American Shutter Systems , DAR ORM of: .L 9 A E`Dp l TILLIT TES71Nfl & ENGINEERING COMPANY tV� Slee KW.San.ss.Se,.3A V GARMM noWA afro A 8 Westrond In*. f ow n.Ou fs/fs w1e 04/13/15 Phaa:(303)371-1330.r-:(303)371-1331 4268 Westroads Drive 1 DRAWING No M%Talmo w.�" West Palm Beach. FL 33407 3 15-084 P.E. SEAL/SIGNATURE/DATE FLORA U.1 u1e+ 5 4HEET 28 °" *NOTE5 ON NV LOCO AND CENTI;RMATES• . A i C 0 �•� M U E T � ' ' ae ♦ i.' 'ONE NY I.=0 a&Std BE USD)AT 1/2 OF SUM SPAN FOR ANY SPAN OR 12•ABOVE OR of sltutlFR SPAN SPANS LIP 10 1Os-,AND M Wows r ANY EILEYA110N, NY LOCK w I�MAY BE USED AS'AN INSIDE OR OUTSIDE LAO1C.ATTtpiED 7D OR CENiERMATES__, W/(2) l4'ZO x t/r.LONO FAT NERD$.S.MS LOOMM OF LOCK�AS TED ON 7YAW.sNUnER ELEVATION. V4V4 IDESIRED;3F OR BE11Qt PERFORIOWCE FOR SEOURItY PURPOSES,UP TO TWO W- d .'^"."+�7•;�R y GM t�ED AN R�. 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ILidL'�Y BE USED AS AN Ttts> OR LACK ATTACiDAFNt DErALS ON 0 f E N 1 J K l 0 t Q K Y tt X OF LACK WCtJIOES IJ$�jD RCTNG AS SHOWN Ott SECTION tMi.SIiEEr D,WHCH MUST BE stlEEr L t TVP. FWD /,�f% s ja: 1 MAY 8EN SfwEO A7 LYDSPAN OR 12- FULL HDarr. . . W�I1{BN�UI�OR W/t �zmi1'S.S.LRs. Of CORNER MAKDtUM ABOVE AND BEtOY/LD06PAN.USE OF TWO LOCIONG RODS AND BOIOM 5 MANDATORY. CENTERMATE *H0XS LOCKS t t 1• f�1ti1�. ' •OHE AL7ERFN7E HD LOOK MA USED IN UEU OF w LOCKS OR V FOR ANY SPAY AND DISYALLAMIS AT ANY R&Af=.ALTERNATE tD LDCK tA1Y DE USED A5 AN IN90E OR lTSID TOCK.A1TACt %OF to LACK TO IS W/3 JB x 3/r F.H.&SITS.AND HUMS, RE>lltOMb{ENT kiSt7TF AS SI{OWH ON,SDC710wS ti4B- AND stT 10L TOCK MAY 8E 9aTAtIFD AT MDSPAN OR 127 UAMMUM BELOW OR ABOVE MIDSPAN.USE OF LOMM RODS IS COWLEMY OPIgNAL. TYPICALSHV BLADE SHUTTER ELEVATIONtJ N.T.S. • - 11LMNtaJ FLORIDA BUICDINO CODE 06 h Velocily Hurrkane Ione 0 2015&SM META.SMLY,INQ �cF�►' ;�'= - --�-���� BERTHA Ww 11 L 1 E C O BNa. A■ T■SL*, E. Accordion Shutter System Am®Tiacn Shutter Syafama v T 1 W DR D TLV,WN BUDS&JJV BunE TRW TESTING R ENGINEERING COMPANY OEscrsltln oai< I oRhitl er M L O=, �•t>;Z a�as Kr nea se sa.3ae wou CAFMCH%noxa 331 A>saoatallon. Lntt. r a0 I1-* OyunE wm 0e is is Pnan.:laos)e�1-tsw.Im::(aos)er1-iu1 4268 Weatroads Drive 2 N •-��tt«o0oaao:K West Patm 8eaah. FL 33407 E DRAWING NO jrj/ NAL S ,,%,`` wN.'RR 1-mant'Jr.P.E J Jna ►nat 15-084 VE SF11i.1�1 A7URE/DATE n oar u•.t„:eT �SHEMU CONCRETE Oft III POURED CONCRETE Aatarolts a;w CONCRETE ANCHOR$ ,CMWEE SCREWS 's.s REnwRED RE4u CONCRETE ANCHM Sw�EEi'SCHEDMIE 1 � (M13) ON WS/0.122''O.C. (SEE SCHEDULE ON SHEET 13) . __ 44'H2O IS. IGa -- ^'©ORL'.�l �.'"�'� 'E USING T/r-20 WIS i 9 OR E. 0 .2Sb'lima 0'4 -- • E • � dmt. 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Q•�"'Q BLoat d�-Q• Q•®- . -Q-0.0.00 tet, - BLADE '?Fla WINDOW BLADE INTO ®•U•m-�U�•tJ�•®-� ®•t��,-+�•'( •m• CONCRETE OR CONCR TBLOCK WALL END CONNECTIDN_QETAIL Q LJ6•�-®•®-�•E -O rNn COND NECTION- ETAL� FLORIDA BUI INli CODE on Ii Weberi Huateone Zone • m tots EASRRN W&SUPWX,MC. �,��.�" P•TlCLITJ,,,- �. BERTHA HVA • ".r K..�-•tet /7T7i[7r�E"Fo-~ A S► Sr A ccardionShutterSystem rwe. • ■ v t r o�r►6 Nv wrmaw eirar a Nx r American Shutha• Syfrtema ,» « 'sr t * TILUT TESTING St ENGINEERING COMPANY A60n"lon. Inc , aw Ft-iH a/t3/i6 npf� 04 73/15 $TATE OF N3'30tl`9-%•9O0• �°"10E13 rtDnNt�� 4268 Westmeds Olive a ORA NO No phw,,(303)871-1330.Pax:{3 an-1331 Wast Palm Qeach, FL 33407 3 S'SIOH{i4���`�ka "FLO nN t'�"`a!atei 6 84 11 EET 8 P.E. spm/r�maArtYhE/onT� SCHEDULE •1 SCHEDULE /2 SCHEDULE (13 1MAMMUM SHUTTER SPANF 'L+'8R 'L--' MAi(IMUM SHUTTER SPAM* L+' MUM SHURER SPAN*-L+- — (tt.). FOR INSTALLATIONS W/ OR 'L-' (It.) TOR 'L--' (ft.)INSTALLATIONS ' I&SIALIAMON LEGEND • NOTES: �- '^y m &.or or(T INSTALLffiklrl W/ 1�1 C(E�3 CONCRETE k WWI) W/ONE H.V. LOCK ®or or or W/ONE W LOCKS (i L+:MAXIMUM ALUWA NE SPAN FOR A GNEN HD LOCK Wj NO LOCKING RODS or ONE Hv or CENiERWLTES�1& W/ ONE HV 1' W/ NO 'OkR)W/ NO LOCKING DS MOUl+TTNG WALL A F,,K C.D. M. O V Q. L- OINAB E ESP.0.POSIRINE DESIGN N FOORRA RATING. �NEGAINE LOCK 0•W/TWO LOCKII RODS @ TOP & (SEE NOTE t)" S A.S.D.DESIGN PRESSiMRE RATING. .- BOTTOM SEE NOTE fl FLOOR/CEAJNG r, H. I, It &i T. U. W & X (2)PROCEDURE TO DETERUINE MAXIMUM SPM FOR NAx.AM QOHORETE s troop INe7AUAYIONs NA:.Asa CONCRETE k 11VL Asn CONCRETE MOUNTINGWALL UOUNTINN(TOP/BOTTOM)OR FUROR/C8UNG: DOI= cum ,mw INSTALLATIONS RUM R MALL MOU:O1No F1AOR/OEIJNG weep CM31 A POSITIVE AS.B DESIGN PRESSURE RA11NG. {s WI. N'MFNl D0''r9�) A00tt/Cmm MOUNTING, (+9}t Uw0117M -GMEN A NEGATNIE A.S.D.DESIGN PRESSURE RAIINO. - L+ •L- L+ L- Lf L- L+ E- DETERMINE MOMUM SPAN1.30 " 'FROM SCHEDULE. 30 OR ir-0 16'-a' 18 i8-O' 30 18-0' 18-0" 30 161-0- ta•-o' FR1N.MW". ALIPME SPAN IS EQUAL 70 THE - 35 14'-10• 14'-10' 15'-2' 18-0' 35 14-10' iC-t0' 35 t5•-2'- t0'-10" 0 MOO IUM SHUTTER SPAT 1+'OR 1-'FOR pgypLMI ED?NE BETWEEN%+'AND'L-*. 40 13-10' 13'-10' 14--Y 15•-Y 40 13'-10' 13'-1(f 40 14'-2' 15--2• UWAILLAMNLS INTO WOOD WALL BE LIMITED TO U70 l3'-i' cr--/• 13'-4' 14•-3- 45 13•-i- r-t" 45 l3'-4' i4'-3' 105 pat AS'0 DESIGN PRESSURE RATING' 3 PROCEDURE ID OESME UA)RMUM SPIN FOR Ir S' 1Y-5- 121-8' 13'-7' 50 12'-S' ve-5" SO 12'-3' 13'-Y B:NATIONS IN BEAM WALL MOUNhN GS 11'-1C .it'-i0' 1Y-Y Ir-IY 55 11'-td• IV-tcr Se 11'-1" 11•-tY W/FLOORIOfILHG i[OWi1LNLS: it•-4' tt'-4' 11'-7' lr-4' 60 11'-4' 11'-4' DO lo'-2' 1IY-11' .FOR A GAIM POSITIVE MO..DESIGN PRESSURE- l0'-10' 10'-10- 11•-1' 11•-11' 65 10•-lo' i0'-ta' 65 W-S: 10•-1' RATING: 18^8' 10'-e' 10'-9' 11'-5' 70 18-C 10'-6' 70 8'-9- 9-4'• 1' 1N CORNER CENTERMAIE d3 MAY BE USED AT ALL U�MAIL SPAN FOR BALL MOUNTING INSTALLATIONS.- O'-4' 75 10•-Y NY-1' 75 -8'-8' MOUNTING INSTAUARONS.LOCXING SPECWA-n0NS Lz+-MAX.SPAN FOR RAOR/CEILING MOUNTING 10'-0' 18-9 '80 W-10• g'-10`. SHNL BE AS INOICATED ON MANDATOW CONDITION/2 I9STRIA110HS. 9'-8- W-8' -8' 0^5' 88 T.-C W-8' I NOTE JS.SLEET S. FOR A GIVEN NEGATAE A.S.D. DESIGN PRESSURE 90 91-Y 9'-Y I 9'-5' 10'-t• 90 W-3' 9'-3' RATING: 95 9'-0• W-8' 9'-2' 9'-10' 95 91-D- 8-9' DETERMINE 100 W-9' 8'-4- W-Or 9'-7' 100 W-91 8•-4• Lr MAK SPAN FOR NALL MOUNTING oWAttAmm 105 W-7" 7--Il' W1 r 9'-4' 105 8-7' 7•-11' L1--MAX SPAN FOR RODR/CEILAC MOUNTING 110 8-47--7- W-7' W-2• 110 0'-4' _ 7 ''-7• - S PARATIM TO CLASS SCHEDULE . INSIAUARo"s 115 8'-Y 7'-3' 8'-4' 8'-11' 115 8'-2' r-3' FINAL MNOMUM ALLOWMBE SPAN IS EQUAL TO THE 120 1 6-a' 8-11' V-4" 8'-9' 120 a'--o' W-1 t' MINIMUM BETWEEN'W,Y2+",'tt- AND'U-- 125 1 7'-10' 6'-8• e•-o• 0-6- 125 7•-10" 61-8- WIND ZONE+ MINIMUM (4)00 TO ANCHOR SOMLE WITH FINAL MAMMUM 130 1 7-8- 7-84 7-10 - 8•-i- 130 7'-8' - 6'-5• ASTM E-19196 SEPARATION ALLOVIABLE SPAN AND W&ATNE A.S.O. DESIGN 135 r-r e'-;Z' r-9' r-9- 135 7'-7' W-2' 1 TO GLASS PRESSURE RATING TO XIIER ENE MAXIMUM ANCHOR 140 r-V 5!-it' r-7' T-I• 140 r-5' r-t I- SPACING., 145 7'-3' 5'-9' 7'=5- 7-3• 145 r-3' 5'-9' 1 THRU 3 ISO 7-Y s=r T-4- r-o- 15D r-r s-7• 155 7'-0' 7-5- 7-2- 8-9' 155 J'-O' 5--5' ,• - ' 160 6'-11- S=2' 7-1' 8-7' 160 W-11' 165 61-10' 3'-1' 7'-0- e•-4• 165 W-10' S'-1' 170 8'-9` 4'-11' W-11- G-Y 170 6'-9' 4r-11' - 175 6--7- 4'-8' e'-9- 6'-0' 175 W-7' 4'-8' 180 8-6-' e--B' 8-8- 5'-10' 180 8'-8' 4'-8' 185 5--5- 4'-8- 8-7- 5'-d' 185 W-5' 4-8' .. - 190 8•-4' 4'-.5' W-5- 5--8' 190 8--4- .4'-3' H V BLADE - 195 8'-3' 4'-3' 8-5' S'-5' 185 B'-3' 4'-3"= ' ... 200 8'-Y 4•-2' 8'-4- 5'-3- 200 6'-2' 4!-2" 205 6»t' 4'-1• Er-3' s-/- 208 I V,-I, 4-1' FLBRIDA BUILDING COOS Nog IF h Velocity Hurricane Zone O 2015 E75M METAL Si1PP1.Y,INC. Q�'•y>tiGEN s'' ' '- .�.� BERTHA► HVTM . I�C d>ISNa. 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NC M SWILL BE AS 00CATED ON . t4 12 •5 7A 4A - - 4 i 0 9 a 74 55 4 14 t 10 9 a a 4A r5 NOTES A.1)a A2)ABCNE FOR OWAIJASIONS ON VSNVL SIDING OR EFS V=OR WMW METAL 5TDS COMUT THIS FNCOIEE'r'R.FOR 6'-O: fi 12 to 9 S. 8 a - 1 12 t0 9 0 a a 6 14 12 10 9 8 eA 5 3A _ NST INio ETP3 WIIFI L6TF4.SNOS SEE SHEET 2SJL 14 12 10 7.5 5A 3 - t 12 to 5a 7 SA 4 3 t4 12 8A IIA 4 3 - 1 12 10 9 6 - - 14 12 10 9 a e6 F &73 14 12110 aA 0 6 4 - �T TO ED0.S1•EC CONCRETE BLDCK:(Iw'IM SrOO) 14 12 8 6A aA 3 - - 4 12 t° a a eA 4A 3A 14 12 to a 5 3A �-}j4`f TAPCON Ott TAPCON TAM AWt9USD T1itiEAOfORM T�ANGORS,AS MNiUFACNAED IR(T.W.ButDE7C ' 7.�. ti f2 i0 9 a 8 - - 14 12 t0 a a 7 3 4 1 12 f0 a 7A 0.6 4 3 -/j4'♦x 3/4'.ALL POHIS SCUD-SET ANGORS,AS OLSIPoBUTF:D BY A14.F'o9dTS SCREW,BOLT A SPECIYTY CWIPANY. t{ >Z 10 0 6A 4 - - 14 12 0 A 46 3A - 1 OA 7 a3 IA J.6 - -tf4'r 7APPFLL+AttC1ORS ASNMNUFACiwURm Bf iAS}OFEAS,NC..AND Ot51RE0UiFD tN PoMS SCREV.SOL7 h-SPEQN.IY R 7 63 7 4' - i f 0 A$.5 4 - 14 9 7A 4A - - - COMPANY OR ANY OWaR APPf201hD 110EflStb OR A111F10R®VENDOR RBGISIERED IVI1tH TIE AMERNAN SINTER SYSIEIIS ASSOCA710N.INC, 14 11 7 4A - ^. 1 Zt4 12 7 r J e.,�. 4 t2 to a a EIA - - 4112 10 0 6 a 4 - t4 12 10 8103 $133 - NOTES: 114 12 6a 7 Ss S - - 14 12 a eA 4 3 - 2A 9A e e { S - - a1)MNI LN EMBEDtUEG Offo CONcem B=K OF TAECON.BL.11E TAP w/CM ANL710Rs AND TAPPER+ANCHORS B 1 tf4 AND 'TMCON t{ 1Z aA 3 a - - - ii 11 OA 0 eA 5 - - 11 12 8 011 4 - - WWH ADVANCED INWAW M IECH4o1.OGY ROOM IS 1•. 13 0A e.6 a 3A - - 14 12 0 a,5 a - - 14 8 5 4 8. 14 12 10 0 8 - - - 14112 10 0 7A 46 - - 4 12 aA 4 - - 0.2)tQit4UM 9MBEDBEN'OF 1/4'i x 3j4'ALL POINTS SOUD-SET ANCHORS SKUL BE ENTIRELY amaiEe 1x10 71E CONCRETE KacM.NO 14 to 7A 6 - - - u 11 7 Be 3 3.0 - it a as 4a 36 - - - SWOMQA NN SLUCiA SHMl BE PERMUTED.1/4'0-20 S.S.WMIRE SCREW USED Stall,BE 1 1/2`LONG HNE"SHOIAD BAMBOO T4-12 a 0,5 43 - - - 14112 6A 7 6.a 4 - - to a6 7 ss 6 48 - - OW.AND 1'MNMIIIM FOR WADS WAFT NO STUCCO 1 6A 4 - - 14112 0 7 6 46 - - 14 N 7 aA 45 3A 10•^0' i4 f2 t0 9 7A - - - 14112 10 6 SE a - - 14 12 6 9 a 4 - - tL3)N CASE THAT PROMT STVNK,PRECAST CONCRETE PANEIR.PAVERS OR ANY VEMflt BE FOUND ON THE OWING Vp1L ON FLOOR. 14 0 :1115 7 B 1319A 6S 6 4 S - - 10 7A a 4- - - ANCHORS S1WL BE LONG FNO11G11 TO RFACN THE:MAN SBtUCt BMW SAD IMIL I'VISHFS.ACHDRACE SHAtt BE AS NDICAM ON 14 ti 7A 5 - - - - 14 IA 9 8 b 4 - - 9.6 6 5 4 4 - - NOTES ai h 82)ABOVE.FOR NSEAIIATIONS ON%WYL SDNO OR EFS WON OR W M OW MM SIM CUFISLILT THIS EIMEER. OA 8 6 - 14112 a 6A 4 13 10 45 6 4 3 - FOR NSf INTO EFS WON META.$ROS SEE SHEET 26A. it•-O is 12 to - - - - 14 tZ 0 7 6 U - 14 oA 7 6A 4A 3.0 - 2S 6A 5 - - 1 a 6 4 3 - - 9 7 4,513.5 3 - ,(C) ANCHORS SMALL BE NSIALLED FDLlMM ALL OF TEE IIECQW1Q2N7ONS AND SPEOMISOtLS OF TIE ANCHOR'S WHIFAC LMER. 14 10 7 - - - - 1i OA 7 6A 4A - - 1 U 6a 4A 76 - - - FOR 7 4A - 4 IA 7A 6 - 12 9 6 44 4 12. . 14 2 TO- - - - - 14112 a 4.0 46 - - - 13 to 0.S a - - - .FIDGI'...DWAMCE VERSUS SPACING SCMUIE FOR ORSI 1A 6A 4A - - - - ISIS 33 4 3A - - - 0 6 4 3 - - - - - N�UW 1TFGEOR SPN:tYwS ARE WAD fOR MCE WIANCP3 IDMATED BEDWw.FDR E a LESS'AWN THENDIGIE'D.RESMICE ANCHOR SPACING 3A 9A ° - - - /3 93 0A 6 4 - - ^ 61.6 s 6 4 - - 9►MUL7p1.YN0 EPACELD 961RN ON SpaL11E BY THE FOl1D0ED FACIML4` 15 - 1 OA 7 S6 - 11 as ab 43 33 - REDUCED SP NFD F 8E HESS i1AN MNA4UM SPAWNS IMMORTE0 FIR Eta!INCISOR IWE 13'-O t IIA74 - - - 1 9 6 4A 4 - - - - FACTOR 946 0 - - - - 10 7A 6 4 31- - 7A 4 3 - - - ACTUAL TAPODU 9 6 4A 4 - - ^ 9A 7 5 4, - - _ _ EDGE TAPOON VIEBORM� ALL POINT SOLID SET ELtiTE TM pf CAP TAPPER t t t - - - N ANCIE 108 94 Try - - - 11 7A 5 { - - - - EO. 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