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HomeMy WebLinkAboutRevisions; NOA Deferred SubmittalOFFICE USE ONLY: DATE FILED: PERMIT # /'/O VEVISION FEE: S . O RECEIPT # k L LOCATION/SITE ADDRESS: S 9/ PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VMGEIGA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553, FAX (772) 462-1578 py APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION BUILDING DIVISION FOR COMPLIAW 2. DETAILED DESCRIPTION OF PROJECT REVIEWED BY REVISIONS: DATE .2 PLANS AND PE IT MUST BE KEPT ON JOB OR THESE PLANS AND ALL PROPOZED WORK UAY BE NECESSARY IN ONXR TO COMPLY WITH ALL APPLICABLE CODES. 3. CONTRACTOR INFORMATION: STATE of FL REGJCERT. #: ST. LUCIE COUNTY CERT. #: BUSINESS NAME: QUALIFIERS NAME: (f ADDRESS:5 yj CITY: is STATE: 'FL- ZIP: G PHONE (DAYTIlVIE): (e 9 Q O FAX: 4. OVMR/BUILDER INFORMATION: CONCEALED FASTENERS OR ATTACHMENTS C `?� S e.v V � xw c, _ :AAE THE NFSPONSISILITY OF THE NAME: _ ADDRESS: q S`1 4Y c. {. M PVl )I OF RECORD CITY: �v r SeL, :+i T STATE: ;% L ZIP: 111 z7Tc PHONE: FAX: S. NAME: ADDRESS: ti CITY: PHONE (DAYTIME): Revised 07=014 INFORMA TE: L T FAX: ZIP: u 144Ji .. .. �aa Nl ii .� .w`` rr 'l{{ vl,. r.rt..- 1i� 11r:",' '!•: ... .. _ ._ ._ �-��� I' (I �1�• �'? fit. f'. 5� � �' L,� 72T— C(opy Planning & Development Services Department Building & Regulations Division Product Review Affidavit r , Building Permit # 1404 — 00oS Owners Name ` 6A- ' EESV F-� 'NC- Applicant: r I'� �Zj, -Sg-R scrkJ —t ; Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows uLI 0 ® tI O A if -1117, 0Z int Li r� -rah er, - s Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors Swing Type Doors r�(� l 1'UU �C� /� oA O��, a� tr I —AP 63103 French Doors Garage Doors Hurricane Protection - a e e H Roof Ventilation THESE .l r1 AND All- PROP0 S COW" !ONGe o CEAL D fASTENM 0 Al. Roofing Material ARE REQU a WINECT TO ROD BY FIELD SPIC7iIN ` HA pRE'����sSpoN��si�' rmvionp of RECORD Revised.07/22/2014 COMPLY WITH ALL APPLICABLE CODE& I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Nance: I r t � Signature: � seal Design Prof: ` ert. No. It,, 5 A- Date: (14E4 L O Pro F10Ma meal SCIS Home ( Log In User Registration - t HotTopia f Submit Surdiarge Stats & Fatts Publications FBC Staff 1 BCIS Site Map Links Search 3usines�( Professi nal �P "pryer Regulation Product Aooreval M= > Product or Aoollcation Search > Aooliratlon List > AppUeatroa Detall FL # FL16211 e a Application Type New Code Version 2010 Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Evan Quality Assurance Representative Address/Phone/Emag Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Approved *Approved by DCA. Approvals by DCA shag be reviewed and ratified by the POC and/or the Commission if necessary. TRULITE CLASS & ALUMINUM SOLUTIONS 10200 NW 67th St Tamarac, FL 33321 (800) 432-8132 Ext 1167 bdeato@trulite.com Bong Deato bdeato@trullte.com Bong Deato 800 Fairway Drive Suite 200 Deerfield Beach, FL 33441 Ldeato@truhte.com COFT FIL't Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard FBC 2411 3.2.1 FBC TAS 201 FBC TAS 202-FULL FBC TAS 203 Method 1 Option A 02/20/2013 02/20/2013 02/22/2013 Vear 2010 1994 1994 1994 ED DEPARTMENT OF PERMITTING, ENvIRONrdENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF. ACCEPTANCE (NOA) Trulite Glass & Aluminum Solution, LLC 800 Fairway Drive, Suite # 200 [w�'COPY Deerfield Beach, Fl. 33441 FIL7t SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami --Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control. Section (In Miami Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Resistor Series 350 Medium stile Impact" Outswing Aluminum Storefront/ Curtain Wall System Door - L.M.I. APPROVAL DOCUMENT: Drawing No. 11 190, titled "Resistor Series 350 Medium Stile Impact Door" sheets 1 through 13 of 13, dated 10/10/11, prepared by EngCo, Inc., signed and sealed by Pedro M. De Figoeiredo, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MLSSILE IMPACT RATING: Large and Small Missile impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer- or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09-1110 04 and consists of this page 1 and evidence pages E-1, and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MUM BADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 Miami, Florida 33175-2474 T (796) 315-2590 F.(786) 315-2599 �tnnv miamidadeaovJperal NOA No.1?r0117.05 Expiration Date: March 17, 2015 Approval Date: March 08, 2012 Page 1 �Ivl TYPICAL ELEVATIONS AND ANCHORAGE LAY -OUT V Tru I ite • l GlAsnaAwuNlw USE DOOR IN COMBINATION WITH IMPACT USE DOOR IN COMBINATION WITH IMPACT STOREFRONT FRAMING WITH YALIO 61IA41I•DADE NDA SODFAIRWAYDRNB,tOd1o200 STOREFRONT FRAMIN<'t. WITH VALID'NIANI-DADS NOA SEE STOREFRONT RDA DEERFIELDI)EACKn334M SEE STOREFRONT RDA FOR ANCHOR SPECIFICATIONS p.80dA2•et301E961.1Zf4ofu' FOR ANCHOR SPECIFICATIONS kk==______Ai aaL Jj PRODUCE fCk---�___3] -�eca-aaakaapaaaa ;i 1 4,_ 1 ----- �I 1 I 1 1 1 11 1 _ -- ,� I I I; RESISTOR 1 1 • 1 /�' 1 1 I '9' n I 1 1 1 ; I ama aamava ; • SERIES 350 I mvm vnvvaavmavmmmanovm ; 6' 11 i ; 1 1 • 11 ii' MBdiuRISUIBIMPSCIDOW •' 1 , �� ; 1 i� I I 1 1 j ' t 1 i 213 ; I, i i 1 >Y Qg i Taexsuu; 1 i pRe$i$torl7,W1- �' .jj 1 TARB011�� `�, ; 11 ILw II 1 � •' ; 1� Ps00Y 0T aLBlt�\ f II 1 .1F REM W RtKS' __ I I 1 / otIQA pTIIp F� ••-_..__- 1 1 DOWI •, � _=___; I'====- -- � ii I 1 2. ; , KI6tl6 1 RINUH 1 IQy Io 1 4A 4A 1 ic I' I • 11 j pl 10�8 ; I,I ENGINEER: { ' ' 3 . .' ,$' BILL �`, i C �1I SSII5ORANGE ORNESUITE201 1 1 : EIIl - I I ----- �' - --- �'=-=-'li'FF =.._.. EN hCLWM OFF=-=--- I - ' _I SEE STOREFRONT NDA STD" ,I,IIT Eno. q ' GEE STOREFRONT cREA ONT HOI+oATICi9 SEE XX GONFI0- 1MAX0 FOR ANCHOR SPECIFICATIONS ,,1,�1 �O DE FQGy� SEE XX CONFIG, MAX. �f�� \Cj •• 121500 38' MAXIMUM ,���4v; f' V s�' •s��pp 72, ®AXi:YUM DOOR OPENING > 2609 z DOOR OPENING + -OX DOOR I� *,a� XX DOOR IN COMBINATION H AN APPROVED STOREFRONT FRAMING ®' �� <ORIOp•• "� `�►���, WITH AN APPROVED STOREFRONT FRAMING WITH Fs �� •1f PRODUCT p1N1ROL APPRONAa TYPICAL ANCHORS IDa PE SC I 0 U14 8B WOOD SCREWS OR 1/4' TAPCON8 W/ 1 1/2' EMBED- jr . E.D A , 1° INTO WOOD (SGn.66) B 1/4' TAPCONS W1 1 1/4' EBBED. INTO,MASONRY 2.112, C 114-14 GRADE 6 SEIF DRILLING SOREVS INTO METAL 3/4' MUOTURES (1/$' MIN. 6063-TB ALUDINUM OR ABTN A36 STEEL TRUE mobvft h9lhefiodCu S0 UO&StOm r QppDP) pRAWIN6 No: E.D. - DENOTES EDOE DISTANCE BEYOND WALL DRE88ING ORAWN: STRUCTURAL -BUCKS TO BE DESIGNED BY OTHERS CAN-' 10,10.1f 4 OF 13 • OTRTt 11-100 h r TRANSOM DETAILS WITH IFG 6000 FRAMING ANCHOR TYPE A,B OR O BEE ELEVATIONS FOR rOTY. AND BPAOING TRANSOM DETAILS WITH IFG 3000 FRAMING (E.D.) MIN. EDGE DISTANCE r1TRANSON OPTION ANCHOR TYPE A,e OR C . SEE ELEVATIONS FOR OTT. AND BPAOINB CLIP, ® TRANSOM OPTION 1/4.20x3/4' PH8N8 2 PER CLIP INTERIOR TYPICAL 012.24XS/4• F89" 4' FROM ENDS 8 12• OC 019-203141 ll /— FHsu1 2 PER CLIP 1/4.2Ox3/4' PHUM 2 PER CLIP 91 NOTEBt 2. OO 000 STOP STEEL CUPS 088 ANCHORED ARE ANCHORED TO HEADER WITH ONE H04201/2 PH0 o7rulite B W 8.11l{Rml11Y 60tIRi0.Y7• hOPJAnaw.trdlt000Rl 800 FAIRWAY ORNE. M2DO DEERF�TDSEACH,FL3344) R 800.43201321 L CS1r,+= PRODUCT: RESISTOR SERIES 350 Medium SEIe Impact Door mHEADER 'TRANS�1 OPTION oAesisfor PROQUOV BIR1/■ REM I DATWOOR RHS ENCOMER: fExt#(ff0• DAe11e WB ORANGE ORIVE SUITE 201 DAVM. FL.33314 ENGCOCAOLOOM * V 17 D:nw f * not ontrol � • I: TRUIDE DRAWING No: 10.16.11 5 OF 13 11—iB0 DOOR HORIZONTAL SECTIONS DETAILS -*-Truilte 800 FAIRWAY DRIVE, SuHa 200 JAMB SLOE &M TO ANCHOR TYPE A,S OR 0 DEERFIELD BEACH, FL 33441 LOOK STILEGn. 24-M BEE ELEVATION FOR 0 r Lill AND SPAC8111. M Nz:w HINGE STILE LE PftODUCT.- RMST0111 SERIES-350 MOW= Stle Impart Door El'BED. oAesistor FIVM DAVREMKS EXTERIOR E]RERIOA 1/44 MAX. lien SHIM PANEL WIDTH PANEL WIDTH ENO51EEIk DOOR OPENING DOOR OPENING SIORIfE PART 010M WAOF FRAME WIDTH -FRAME WIDTH 9 65050RANGC DRIVSSUM201 DAVIS, FL 33314 NOR TYPE A,B'OR 0 ENGCOCAOLCOM SE ELEVATIONS FOR QTV, AM SPACING MAT &_aToAL hMEETINO %w w,j .D,E F#S! Q%woIN-.00 N 609 it CED—\ MIN. EMBED. ::Jr cm-\ J Lu, PRODUCT CONTROL APPROVAL: EXTERIOR EXTERIOR DUCT 1/4' MAI SHIM —OLD— DLO_ B 1/B' PANEL WIDTH PANEL WIDTH — DOOR OPENING I Rio n trot FRAME WIDTH cam. -muurc MWINO No: 7 OF 131 DOOR SECTIONS•DETAILS MEETING THE WATER INFILTRATION REQUIREMENTS AS PER TABLE 4, SHEET 2' MAX. PRESSURE t 70 PSF COMPONENTS REQUIRED TO BE ADDED IN ORDER TO MEET WATER RESISTANOE: 71 12, 13, 14, 16, 16 AND DTA . 2 2A 2B ALTERNATE HEADER .. Gs%B15• PHSM9 OALTERNATE SILL SPACED SVO I I SPACED 8'00 EXTFAIOR INTERIOR #Wis. PHsMs. ' BPACED,6'00 6PAO6ED a -or EITERIOR I II ] INTERIOR ALTERNATE MEETING STILES WM I rQ WEE C () pla S7 L' L y oTrulte ' sule�eAwLraLwaowDDNa� Atlp•JArvnxWDD.oaa SDO FAIRWAY ORIVE, 611I10,200 RESISTOR SERIES 350 Medlum6619 Impact Door Oesistot, . PIIDDUDT •DD1�1�_ �I �Extgt�i� �Inr. CA ails sW CMGS OWE SUITE 201 DAVA FL M14 EoCO(j*OL=M Ida 11'1, PRODUCT CONTROL. APPROVAU PRODUCpT�RSVGSD ' UDdt0'mDgyC04o��'Z Aoxplm No tGy� s,y D rof ORAWW TRU _ GRAWMG NO: DATEt 10,101 f g OF 13 DWG: 11-ISO DOOR COMPONENTS S.68� 3.62 3.47 O. b r C n o c 20- INTERIOR TIE ROD li- ACTIVE STILE D2- INACTIVE'STILE D3- HINGE STILE REINFORCED•PLATE 0.13 _�. TIE ROD NUT o iV 1.62 ® • ' 0.08 DSA- INTERIOR OWE STOP 11 TIE ROD AND NUT RAIL LENGTH + 1 419 0.73 Lo 1.84 0.07 D4, D4A, D48 DBB-1 11a' CLIP W/ NIOX112' PHMR B-EXTERIOR TIE ROD BOTTOM RAIL/ MID RAIL e' FROM ENDS Me 12.00 DS• EXTERIOR GLASS STOP REINFORCED PLATE 0.74 2.OD-- 1 0.12 e: o o o-7r—L.Jr 1D 1.76 T - la n 1.44 0 DB- STD. DOOR STOP DSA- HEADER DOOR STOP 18- BASE ANCHOR MI N N 1.84 lV 06, D4 TOP/MID RAIL 07A- ALTERNATE BUMPER THRESHOLD $ 0 4.00 5.00 • c III+GGG��/ 0 as. SADDLE THRESHOLD D7- BUMPER THRESHOLD 17- ALUMINUM ANGLE PY 'g'mILE CUA6 EXTER DOOR GLAZING DETAILS FH= NE9 TOP & BOTTOM DOOR RAILS ■�zs3 Falls EMS .:.(a .�,�� —r s50 Woo MOR E s<s GLASS' Q=1:� a PAN D:10,00 i� r �r CAL DOOR STILES vTrulitmae au wignmcow9mm hep9Awnvh:dT000nl RESISTOR SERIES 350 Medium 80 Impact Door ©Resistor Pnoolor nowt. , Enq& Inc. CA We r.sgswmce MM SUITE 201 DAME, FL =14 ENGcogwL.CDIM STANPs � ji•l� F% �,� ... i _-.d-GVFi:.� •o : STATE F } �: d11 ,RODUCT COML APPROVAL' RDDUCTRRVISBD t aunDlYlOe Hdtbd o moddo uOdlORCodo 12 i,i • d� soeptmeoNo D D Pic a 1 )RAW THE DRAWING No: aME t0.10.11 10 OF 13 OWG: 11-190 _ FRAMING COMPONENTS 4.60 0.26 cz o T N O 4.50 0.2E T •Yf N N r O a.6o� ' • E nx►tavx[ ra Guam 1012 DOOR TRANSOMIREADER 9.94 p O FRAM SHEAR BLOCK 11.00 �" l 0 l �l0 F6. MASS 6T R FRAMING COMPONENTS m 4.84 1 0 1.00 0 FRAMING'GLAZING DETAILS TRANSOM TYPICAL 012.24x314' FHSUB 4' FROM ENDS 6 12' OO EKTEflIQp • •• FRAMING COMPONENTS COMMON TO 3000 OR'IFG 6000 SERIES m 0.12 0.84 c o -6.00 1.3 c TNAHSOU BLA88 STOP 1210- TRANSOM OLA88 STOP o 0 0 2 22 L N 1.32 1 M o. o .- W ID G `q POCKET FILLER F12- SM BLOCK F18. 60513 OPTIONAL 60OR HEADER/JAMBS r t' • f� 's'•-=�% is �� �.::.��� �,�� 11� iJ Tru l lte mwCreivalUlllwsownoNe• MlatArwvinBlDmJn I p. 306133.31P 1 b 054g a:a PRODUCT: RESISTOR SERIES 350 Medium Stile Impact Door *Resistor PRODUCT Outlive YTij•�.� ;f itP. CA 5116 6595 ORANGE ORWE SURE 201 ICAL DAVIE. FL 33314 ENOOOGAOLCOAI SDu1�rDEFIGU qP�'JG��`oo : D. PRODUCT CONTROL h.'TRULOE I ORA81N0 No: El -Ell 11 OF 7 n THREE DOOR PIVOTS LOCATED AT TOP, BOTTOM AND MID SPAN HINGE OPTIONS THREE HINGES LOCATED 7' FROM CL TO TOP OF DOOR, 12' FROM CL TO BOTTOM OF DOOR AND -ONE AT MID SPAN 012 FH SELF TAPPING SCREWS 4 FEB HINGE SIDE i i i v CONTINUOUS ALUMINUM ROMN HINGE FASTENED TO FRAME AND DOOR.STILF WITH: , ((27) TOTAL eMEWS OH.,S'..DDORS (28) TOTAL SCREWS ON 7' DOORS LF OREW9 4iru�lite auwe eotune9s Mgf:lAnw�Anditaeae 900 FAMAYDRIM, SIft"O DEERFIELODEACH, FL 39441 p 80D4W 41321 L 95W2442003 PRODUCTS RESISTOR SERIES 350 Medium Sale Impact Door o Resistor ie Oeu OT ■aeieii ENC1NEe"Re CA0110 BOOR ORANOS OR" SUITE 201 DAME, FL 33314 ENOCOSADLCOM STtF' pE FIQ(jFie �- Mik&2Aiml CONTROL APPROVAL, I: TRULRE I DRAWING Nm 10.10.11 12 OF 11-190 DM ENERAL NOTE• GLASS NOT SHOWN FOR CLARITY. . FRAME AND PANEL CORNERS, INSTALLATION SCREWS AND ALL WETAL PARTS CONNECTION TO BE SEALED WITH CLEAR COLORED SEALANT SCHNEE MOREHEAD 6604 OR EQUAL ALTERNATE. A.'HEAD ASSEMBLY /12.24713/4' FH3U9 2 PER CLIP S. TRANSOM HORIZONTAL D•24XI'LO D CUITINO ' HE CCREN I.W.Tru l lte OtAE,�t1Uli6,DJG4,D,I05.� Mw'% ft t = 611 FAIRWAYORNE, aWte 2Co DEERFlEID BEACH. FI.89111 a eooaDta+tl T LGSI.'/2tiZm5 PRODUCT. RESISTOR SERIES 350 Madlum Shca Impact Door *Resistor 11 PRoonoY ""IRO iEng( or Jnr. CA G110 505 ORANGE DRIVE DURE201 DAVIE, PL 33M FN000QAOI.COM nIrQo VCEfU �.�'s �ii17rYM+"- J CONF= APPROVAL: 2- THRESHOLD CONNECTION DRAWrr TItULRE DRAWING N O! AT MULLION DOOR JAMB OATEN 10.10.iJ 13 OF DWG: 11—I6o MIAMHDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www miamidade antneraf Tralite Glass & Aluminum Solutions, LLC 800 Fairway Drive, Suite 200 4, COPY Deerfield Beach, FL 33441 FILE SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIU). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ 'may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series " 3100 Resistor" Aluminum Storefront/Window Wall System — L.M.L APPROVAL DOCUMENT: Drawing No. A.DI1-21, titled "Resistor 3100 Storefront Wall - LMI'; sheets 1 through 13 of 13, dated 09/22/11, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-1022.01 and consists of this page I and evidence pages E-1 and E-2, as well - as approval document mentioned above. The submitted documentation was reviewed by Manuel -Perez, P.E. IA u NOA No.11-1117.02 JAPPROYED1 Expiration Date: March 31, 2015 Approval Date: February 09, 2012 Page-1 11 FOR TONOII t711TZIMT�19 ea IN. Axo ABovE J LS o {{yy ~ x�..lui t Amuua B —go Ar ommolC �0. GREATER TWW BO R SERIES 3100IL-3100 ALUMINUM WINDOW WALL SYSTEM • WINDOW WALL SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REOUIRED. • aTHIS /WCE SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DARE COUNTY APPROVED DOORS. • CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. • THE PROW" HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE ("a). • WOW BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE NCHORS SMLL BE AS USTED- • EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR PACED AS SHOWN ON DETAILS, STUCCO. • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THE APPROVAL • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • MATERIALS INTOCONTACTCLUDINWITH G OTHER DISSBUr NOT IMILAR MATERITO ALS SHALL. MEET ETAL SCREWS. THAT COME REQUIREMENTS OF 2007/2010 FLORIDA BLDG. CODE SECTION 2003.8.4. 2411.3.3.3 & 2326 4" MAX. AT COE OF YU1L SFE SN1kT Y TYPICAL ELEVATIONS c INSTRUCTIONS: ' I&LOMMIALMUMM STEP 1, DETERMINE DESIGN WIND LOAD REQUIREMENTS all WIND VELOCITY, SLOG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP I SEE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE BASED ON APPLICABLE DESIGN LOADS. MY ,i: CHECK MULLION AND JAMB CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 TNRU B. THE CAPACITY SHOULD EXCEED THE DESGN LOAD. 1 41 USING CHART ON SHEETS 9 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE SIEP s. THE LOWEST VALUE LTING FROM STEPS 2, 3 AND 4 SHALL APPLY 70RESUENTIRE SYSTEM. !*Trulite MMIAAWMAIY80URIpN{• hV:fft w.0 W= 800 FAIRWAY DRIVE Sift 200 DEERFIELD BFAOH, R.33441 IL 1321LY34744m PRODUCT Resistor 3100 STOREFROW WALL-LMI l *Resistor nw&s1 cY11vIC7=- rml- FN01rJFFR: p1CY ENGINEERING, INC. VC GLAZING CONSULTANT 9,10SW SUNSET01WE .MwMt, FL 33173 P:30NL271di17 8�AWXn0"ftt m B OBC lNiB3 STAMP: 66983 i * D.L.O. D.L.O. WIDTH WIDTH c. c D.L.O.-Lo'l M00M D.L.O.OTH ctil LA D.L.O. WIDTH O.L.O. WIDTH p d CG p D.L.O. MOTH D.L.O. WIDTH c D.L.O. WIDTH D.L.O. WIDTH girl= p / ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VER w BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN ODTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE LRES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORRONII FOR ALTERNATE SHAPES LIMIT MAX. LOADS TO 1-90.0 PSF SEE SHEET 3 FOR D.L.O. WIDTHS AND HEIGHTS. USE ANCHOR TYPE 'D' AT S' FROM FRAME ENDS AND 12' O.C. MAX. SPACING. HEAT STREN'D GLASS 1/4' HEAT STREN'D CLASS 090 INTERLAVER 100 INIERLAYER SAFLEX LID BY 'SOLUHA' C\SAFU7f HP PVB BY 'SOLUTW 1, `-1/4' HEAT STREWD CLASS ! '.1/4' HEAT STRENb GLASS I� s *Trulite gLA006 AWYNUY60WT(d1®" .HEAT STREN'D CLASS hUpdAmmou1,e.0aII .090' INTEOAYER 900 FAIRWAY DRIVE, 8ub 200 SENTRYGLAS PLUS BY 'DUPONT, DEERFIELD BE", FL33441 LHEATSS Pt004=43132119i4724.2083 PRODUI Reslstor 3100 STOREFRONT WALL-LMI 0Resistor PTLET=9 eul0f.3lap1VTLE-19 REVN DATE/RENAWS GLASS TYPE'A' GLASS TYPE'B' GLASS TYPE V BH9• NOMINAL OVERALL 9R8' NOMINAL OVERALL ORB' NOMINAL OVERALL ENGINEER: M MGY ENGINEERIN% MG, GLAZING CONSULTANT 1/4' HEAT STREND GLASS 'GLASS 91108W SUNSET DRIVE 090 INTERLAYEf R MIAML FL 33173 SAFTEX 100 DY ISOLUTIA' BY 'SOLUTIA' 71-01t17IDanml 1/4' HEAT STREN'D CLASS STREtl'D GLASS ¢m�RMOY.E IT'° T 1/2' AIR SPACE IR SPACE v STAMP:YIPINO TEMP. GLASS4' TEMP. GLASS YUNC, P.E1/4' FLORIDAARREGMIRAI,ON r,\Q�N�; l " , 4 _ SIY,f ���-i,�\OBN81L'.•.b 7 � T 8 g GLASS TYPE 'All GLASS TYPE'B1' I-SI NOMINAL OVERALL 14"WHOMINALOVERALL GLAZING OPTION PRODUCTREViffiM n ccf gdylAg wish 11L0 PIwTd• &dldMgCado iyy Man 1� .a �5 MG Dodo Pr0d0U 7RAWN: S.L. latumma No: LATE 9-22—T7 2 DF 13 >W0: AD11-21 CUBE LOAD CAPACY1t - M NOMINAL DIME. GIABs 'A' GIM Al' OLABs 'B' OIASs 'Bl' CUM D.LO. WIDTH D.IA. NDCHI OAT. INT. (- OR. (-) M. (-) W7. 1. U. 3r 3Er 41' 50' Be, Gr 66' 9a' 7" 60.0 100.0 100.0 Ino 704 80.0 100.0 100.0 100.0 7010 80.0 100.0 100.0 100.0 70.0 80.0 100.0 100.0 100A 70.0 - 100.0 100.0 100.0 IOU 100.0 100.0 100.0 100.0 100.0 100.0 100.0 tOOA 100.0 100.0 20' 2r 3r 38' 44' 50' 86' t1r 104- 70.0 50.0 100.0 100.0 100A 70A 80.0 100.0 100.0 100A 70.0 60.0 100.0 100.0 100.0 70.0 80.0 1o0,0 100.0 100.0 70.0 100.0 100.0 100.0 100.o 100.0 100A 100.0 100.0 100.0 100.0 100.0 100.0 20' 26' 3r 3r 44' 50' 68' 62' liar 70A no 100.0 t00A 100A 70A 80.0 100.0 100.0 100.0 70.0 80.0 10o.0 f00.0 Imo 70.0 60.0 100.0 100.0 100.0 70.0 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 97.5 100.0 20' 2W 32' 3r 44' sG• 58-3/4' 116' 70.0 80.0 100.0 100.0 100.0 770.0 80.0 100.0 100.0 100.0 70.0 BOA 100.0 Iomo 100.0 70.0 - 100.0 100.0 100.0 - - 100.0 100.0 100.0 100A t000 moo 97 9 1 .0 97.9 94,6 100.0 20' 21- 32- 38' 122' 70.0 80.0 100.0 100.0 70.0 80.0 100.o 100.0 70.0 80.0 f00.0 100.0 70.0 100.0 100.0 t00A 100.0 100.0 100.0 25' 32' 30, 44- 50-100.0 12a' 70.0 60.0 [10001.1 100.0 100.0 70A 50.0 f00A 100.0 70A 80.0 100.0 70.0 111" - - Ino 10-0 GUN MAD CAPh= - p8P NOMINAL DIME. Ours A. CLAD 'AI' GUN D. OLAss 'Bl' GIAs9 'C' D-LO. WIDTH OL0. HER w. (+) Of. (-) ur. (+) WI. (-) EM. (+) WT. (-) EM. (+) Mr. (-) E27. (+) W. (-) 20' 32- 38' 44' 50' 134' 7010 80.0 100.0 100.0 100.028' 701 80.0 100.0 100A 100A 70.0 100A 100A 100.0 100.0 100.0 100.0 100.0 100.0 100.o 09.8 100.0 20' 2W 3r 3r 4e 140' 70.0 60.0 100.0 100.0 100.0 70.0 60.0 100.0 100.0 100.0 70.0 100.0 100.0 100.0 100.0 100.0 1oD.0 100.0 100.0 100.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300/04 (3 SEC. GUSTS) 0 C 0 STEP 2: GLASS LOAD TABLES :Trullte otas+ e A W A41UN eoultleNa- Mp:(mwwdn6Utam 800 FAIRWAY DRIVE, 800 200 DEERFIELD BEACH, FL 33441 PRODUCE. Resistor 3100 STOREFRONT WALL-LMI oResistor -� ENGINEER: M MCV ENGINEERING, INC. GLAZING CONSULTANT 91103WSUNSETORWE MNMI, FL 33173 P.'30547W17 e:�.n: ucrFrolma�.an,t wxvito STAMP: VMG WANK P,B FLO q,0��``-l� y�G 6 N SF•� ����i PRODUCTIMVISM as eonoying with Iho Fwft 13WIdfngCu4a �.02 AoxplmMM /i IruNon DntcAngZA191 tots Ry Mn1m Product gm mDRAWING No: " 3 OF 13 JAHBMULLION LOAD CAPACITY - pap 7AIHOUT WI,ERYEDIATE HORRONTALS NOMINAL DIMS. MOIL 'DI' an all MOLL'MB' Lw lar MOM. 'Y0' WROTH (w) EKT. (+) INT. (-) E.- ( ? '.. (- IXT. (+ 24• .30' 36• 42' 48' 64• 60' 06' - 7r 78• BOA took 100.0 S0.0 100A 100.0 60.0 to" 100A 8%0 f00.0 100.0 BOA 100.0 1 100.0 80.0 toBB ,BOA '80.0 100.0 1 100.0 100.0 100.0 CODA Mole 24• 30' 3r 42• 48• 64' SO' 8r 72' 84• 80.0 100.0 100.0 90.0 1110.0 100.0 no 100.0 100.0 60.0 f00.0 100.0 BOA 100.0. IOOA 60.0 100.0 t00A 80.0 100.0 1mO 100.0 100A 100.0 IAA 24• 31Y 36- 42• 4W 54' 80• Be 7r 90' 80.0 to" 100.0 80.0 100.0 IOUA 00.0 100.0 100.0 BOA 100.0 100.0 80.0 100.o f0010 77.4 100.0 100.0 100.0 100A 100.0 1004 100.0 100.0 21V 30- 36' 4r 48" S• 60- 66• 7r 9B• 80.0 100.0 100.0 60.0 1004 100.0 60.0 100.0 100.0 S0.0 IOU 100.0 72A IOU 100.0 S&3 100.0 1004 - ' 9&B 9&8 90.9 00.9 - 8&4 80.4 24• 30' 38' 42' 46' w 60' 86' 7r 102' ICU liou 100.0 100A 100.0 100.0 100A 100.0 99.5 99.5 9" 00.4 83.3 em 77.9 77.9 73.7 73.7 JANB/bfMON LOAD CAPACITY - PSI? WITHOUT MrMIAMME JIMMNTAtS NOMINAL DIMS. MOIL 'MI' an ill MSIL W MITI mu 'M8' WIDTH (w) FRUE HEIM 9NT. () W. () INT. (-) 2,r JD' 3M 42' 48' 64' 6M f08' - IOU IOMO 100.0 100.0 100.0 10" - 98A 98.0 87.1 87A 7&9 78.9 72.5 07.9 87A 24' 30' 36- 4r 48• w• so. 114' 100.0 t00.0 Imo 100.0 98.2 98.2 88.4 83A 7&0 76A 69.0 69.0 63.6 63.6 24- 30' 36' 42' 48' 64• 120' IO0.0 100.0 99.8 9BA 87'0 US 72A 72.8 643 SC7 66A 00.0 00.0 24' 30• 36• 42' 48- w 128' 60.0 60.0 - 80.0 60.0 60.0 - 60.0 24- 30' b' 42' 46' 132' - - 60.0 - - 60.0 i - - 60A - - 60.0 - - 60.0 24' 30' 36' 4r 48' 136' - - 60.0 - - S0.0 - - 40.0 - - 00.0 - - 60.0 24' 30' 36' 42' 144' - _ 60.0 ODA 60.01. 67.8 *Truiite OLASSBAW WUH 601DigN6• hV**ww.%ftx m 000 FAIRWAY ORW& 8d10200 OEERFIEID BEACH. FL99441 ' P.60643241721LOW724,2039 0 � 40 0 � PRODUCT - Resistor 5100. w1 w1 w2 STOREFRONTWALL-LMI wIDT11 (w) - w1 (JAMB) WIDTH (w) - w1 s W2 oResistor (\ J L_ EWT��INF1AaO1F01�I� ENGINEER: M MCY ENGINEERING, INC. LU o1A17NOC�ULNSET elloawsuNBErowve II'Ir/V,�,jJlyl MAK FL M73 P: NS-271-MY JAMB Ill JAM 'JP' E"wk� ^Aa wrxrl cm STEEL REINFORCED �.�I YMRO WAND. P.E. FWRM REOISTRAIION "4 JI �,,���i� Q y GEN$F 9 N sTA7.1:20g � to 0 mow-Rw pi�`,�,810NX �,` MUIJJON 'Mt' HULLJON 'MS' HULLiON 'MB' ALUIDNUAI REINFORCED STEEL REINFORCED PRCDUCT'RIMSID) "'.611. ORAWNI S.L DRAWNO No: STEP 3: MULLION LOAD CAPACITIES 4 OF '13 CATF� 9-22-t1 ITAOI ADII-21' DOOR MULLION LOAD CAPACITY - PSF NOMINAL DOM. I1ITROTPF REINFORCING M79 REINFORCING TTH (W) FRkME HEIGHT EXT,(+) / INL(-) EXT.(+) / INT.(- W. 36" 42• 46' 54' 80' 61-1/4' 87.0 87.0 87.0 87.0 87.0 67.0 87.0 87.0 - 87.0 - 67.0 30" 36" 42' 48° se 80• 85-1/4° 87.0 67.0 87.0 87.0 87.0 87.0 84.5 87.0 - 87.0 - 87.0 30" 36' 42• 48• S4' 60' 91-1/4" 87.0 87.0 87.0 87.0 80.7 87.0 - 87.0 - 67.0 07.0 30' 38' 42 48' 54• 60" 97-1/4• 87.0 67.0 77.6 87.0 66.7 87.0 - 87.0 - 87.0 79.1 30" 38• 42" 46' se 60' 102" - 87.0 - 87.0 - 87.0 - 87.0 - 79.9 - 71.9 30' 36• 42" 48" 84' 60• 108' 07.0 - 87.0 87.0 79.3 - 70.5 - 63.5 30• 38• 42• 46• 54" 60" 114' 87.0 - 87.0 77.1 - 67.5 - 60.0 - 54.0 30" 36• 42° 48• 64" 6Q• 120• 87.0 - 1 77.1 - 66.1 - 67.8 - 51.4 46.3 S W1 + W2 ANCHORS I MOTH (W). SEE DOOR 2 'IRUUW DOORS DTTERMEDIATE SEE SEPARATE NOA7 HORIZONTAL 1PA o , I\ I k!1 � JNL _ W1 W2 WIDTH (W) m WI + W2 2 I0 O DOOR UIWON DOOR MULLION W/0 REM. A/ ALUM. RRINF. TWUTC DOORS �Trulite SEE SEPARATE N04 GWlOAW10NIR.Ie0WD0Ne• htlplAvxnv,0dbavm r 7 1 III I 8WFAMAYDRNE,Sub200 DEERF 13FACH,FUM41 4, // \ ,kg, Pak i 1�1 � pE061�2-013716Wb721,M PRODUCT. Reslstor J t wl 3100 WIDTH (W) 21 + 42 STOREFRONT WALL-I.MI MCY ENGINEERING. INC. LLI I GIAMN3 CONSULTANT G1IGSWSUNSE7DRM I . MAM, FL 33173 P:305,2714117 Ewt MCM*HdQMWJ 1 STAR: MIMPO ORAWN:,SA. I DRATIDIG Na STEP 3: MULLION LOAD CAPACRIES DATA 9-22-11 6 OF 13 DWG: ADI I-zt JAMB/MULTJON LOAD CAPACITY - P8P WITH IIRERHEOUTE NORQOMAlS NOMINAL Mo. MIOL 'HS' 7Ati8 71' MUIL 'M8' 7AY8 '7E' MUIJ, 'M3' WIDTH (N� FPAME IIEIO INT. -) INT. (-) INT. (-) 24' 30• 3e• 42' 48' B4• so• ee• tom, t00A IOOA 100.0 t00.0 Iw.o Joao - 94.7 84.7 829 82A 73a 7a7 ea3 Be.s - eo.3 soa 24' 30° 3B• 42' 4e' 64• 80' 1 f 4' i W.0 IOOA 100.0 f00A W.6 DI,S 81.0 81.0 70A 70.9 8a0 83.0 60.7 BOA 24' W. se• 42' 48' 84' ' 80• 1zw f00.0 100.0 - 97.3 97.3 - 61.t 61.1 6D.5 89.8 80.8 BOJ! 84A e0A 4&8 60A 24' 30• �• 42' 4B" S4' 128' BOA' 80.0 - - 00.0 80.0 60.0 - - 80.0 24' 30' 39' 42' 48• - - 60.0 - - 60.0 80.0 - 00.0 - - 80.0 24• 3D• 38• 42' 48' 138• soo Boo - - e0A e0A BOA 24' 30' �• 42° 48' 144' 80.0 Q0.0 - - 50.0 80.0 ee.2 JAMB/eW1.LTON LOAD CAPACITY - P8F WITH INIQiMEOUTE HORiZOMALS NOMIItAi. DIM& MCIL htl' JAIL '71' MIRL 7A1(B 'J2' Milli, 'N9' WID'M (W) E HOCHI INT. (-) r'MB' INT. l-) W. (-) 24' w• 38' 42' 48" S4' .eo• 06' n• 78" BOA 10D,0 100.0 eoA f000 IDD.o Bob 100.0 IOOA 80.0 IOD.O f00A 80.0 f00.0 100.0 80A � 100.0 10D.0 eoA 1ao.o l000 f00.0 IOOA loo.0 1ooA 24• 30' JO' 42' 48' 84" 80' BB• n' 04' 80A 100,0 10DA BOA 100.0 t00A BOA f00.0 100.0 e0.0 f00.0 IOOA 80.0 100.0 100A 80.0 t00.0 t00A n.1 100.0 fOOA - 100.0 IOOA - W.9 ese 24' JD' JS' 42' 48' 64' 60• ee' n" 90• 80.0 f00A t00A -e0.0 100,0 f00A e0.0 t00A 100A B0.0 100A 100.0 70.8 100.0 f 00.0 89.8 100.0 f00.0 D7A D7.0 88.2 9d2 eoA 80.D 24' 30' 38' 80.0 100.0 IOU 80A 100A 100A 0 -INJERMEOIATE HOR120NGU.S � Tru I ite OLUSaAMO MSOWLIONe' hBPJA»+wAmIt*=m t b 8� FAIRWAY DRMFACK 1. W 200 Ypi ti P68OD4DEERPEID DF1CO54 FL 39441 t3�y pBOP153•Dt321f.�1.7248078 ' top 4 y PRODUCT: GG Resistor WI W1 W2 3100 STOREFRONT WALL'LMI WIDTH (W) = WI (JAMB) WIDTH (W) a W1 + W2 2 OResistor oumraro:aurrmOxmw REMN WMADA Om EWNMR. M MCY ENGINEERING, INC. OLA7JN0 CONSULTANT 911C SW SUNBETORNE mm. FL mn P.3D5-VW17 Pmt4LwwV97gh*sft l�ttrst JAMB 'J1' 7AMB '7B' �,, STEEL REINFORCED STAMP: 1TPINO WAND, P.E. FLORIDA RECSM' ICN PE 1J .0�� \NQ WAN -4'" ,,���.L�Q.•�GENBF•�° eeei e 0 66 * • �V :�°• STATE r ; 40 POP.S MULLION 'Mi' MULLION 'M2' MULLION 'M9' e�elSS�ONA;��� ALUMINUM REINFORCED STEEL REINFORCED PRODUCTRIMSW BuiIdrng awilh8uFfaliftryry AeamteDae �015 $Y Mlnm DadoPredOct DRAWN: S.L. DR01INC No: STEP 3: MUWON LOAD CAPACITIES WTE 9-zz-1t 5 OF 13 DWG: ADI1-21 0hol . it I i•��5�i�n7,.�'nbjn•�3CY:,73n�R�ii s� yy,, G 9p 3 g e T�.�nnLn ��on•�.i3vsanKnri �3 �a ��ZgS�SS66SS^o666S66666666666666'�$666mS`�' 1:6Lio'�' �IKn �m e gg t3�•�.��5~S66iCSLag ry �"o��'o'oSBooS':'d'�•nvnf000:?'1'v q So sg o� 9 z �n$S•'.!�•��SE�i".3•.9��4��•7��iRn��ZE•Si�3•'R�'!�3'�•3RR�'.$•R�i�nt3��.i��X _ O O a 14, �tgmr a000 M rum 3 v a o�� Y.�•. 4 R 4 4 SSSo66SS^oSSo^SS6`^oo`��woSmS�£��wS�^oi�.���Rw�a��-.e�o 4 4 g 4 4 9 4 4 4 4 R 4 R o R o g q q w+ o w q 0 e n� 1 b g�� �gg�.+.:.nmm� '=oY1o4d°'°1ry4a!R�t44�lon x++gn'rRYn�n.°i mryrlutnn ii ri .sin��Rn.oiX'�n malW44••r+.�{o n.� amv eo So „ m m a z aR�.^.�ne� _ e e ��mm�oro���i o q q o q o q q e o ios��iu�� q o q q q Im P m m R� 9 � R D g r F aD O � It F Id � n 1� h .d o m i O m fD O i:ga O � T �O m N 9 .n! qdo a so d �3���� �X.�i�•.oiynv��A�ny,n����i�n���3�i�'.3n��tiiSR.^�R�.mir�3� ++ c%:�� m O d _ o L g r o v1 a_§�=Ey o "OL 1<�:o� O co O J Z J Ki w mom p�1 p�+`I'd ian8ohdr~do c''n.dn� ap m .n�c1a pd a n 40 oq� ealhIRE 0 �MR000�q�o�vcp♦op ryq�g e�onm oRgpq�ry-.ntv rl� a gq,ns .nSg CI)xlmrit "191M 31all � Im LgC�I NWO h) m _ 1HDOH 3NMA WD13H 3 115 - cm o o z W g�Gf T '� fill II00 h q } N n 3�5 3 Z o 2p y2 y2 =22 00 ofJ� o O yob �ae1 Q s n CW� wB n e « <ai 3 o Egg o Po I w Nw�N v v all i 1 lj;Iij;I1_Il i a 21111111$l as" $ $$$$� _11;11118 m� rt��e�o$saso��s��s� 1110H888HS�38838uS8$S33�SSSSSSS$�����$ Y 3SggS_OR pigs_ NOW ����a`��alo����������o����s$$ qq- R y e K n+ R 4 4 4 ] R$ 4 e o e e e� $ d� o g all o a m a$ 33HR9gs88RHg�B�RH_RHs�g8s'8�sss�o888 m n F c m a NOTE: MULLIONS SHOWN IN DASHED LINES ARE NOT PART OF THIS APPROVAL WOOD BUCKS AND METAL STRUCTURE NOT BY TRULIIE. MUST SUSTAIN LOADS IMPOSED BY OLAZINO SYSTEM AND TRADER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS AT WINDOW WALL ffBTBM• sm E1Av. FOR sPAm 1/4" DIA U TRA ON BY 'E7 CO' (Fu %77 KSL Pi-m Kw) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8' MIN, PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 1/4" DIIA. UORACON BY ' CO' (Fu•177 mL Fy.165 Ks0 DIRECTLY INTO CONC. OR MASONRY 1-5/8' MIN. EMBED INTO CONC. OR MASONRY AJ14 3MS OR SELF DRKI NO ACREWS (GRADE 2 CRS) INTO MIAIB-DADS COUNTY APPROVED MULLIONS (1/8' INK. MIN.) INTO METAL STRUCTURES STEEL : 1/8" TM MIN. (Fy - 38 KSI MIN.) ALUMINUM : 1/8" THK. MN. (6083-75 MIN.) (STEEL. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDOE DISTANCE. INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. - C APPR� Ia & MI NW1 AN=M I I EDGE DISTANCE II II TYPICAL ANCHORS AT ALTERNATE WINDOWS APES: SEE SHm 2 FDR sPActlm TYPE 'D'- -5/16' DA, LILTRACOM BY 'ELOW Ou•177 HST, "180 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC, OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-6/8" MIN. EMBED INTO CONC. OR MASONRY TYPE '0'- 5/18" BIA c1.Le OR SEI F DRILUNC SC ?ws (GRW 2 CRS) INTO M1AMI-DARE COUNTY APPROVED MULLIONS (1/8' THK. MIN.) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN. ALUMINUM : 1/8" THK. MN. (6063-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE MSTAN E ' INTO CONCRETE AND MASONRY o 3-1/6' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 31V MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. C-00 KOUOW/FILLED BLOCK AT MUSS f m . 2000 PSI MN. Tru I ite W"AAWHNON.GLUIg1A• mw/vww.w%& om 600 FAIRWAY DRIVE. BWto 200 Resistor 3100 STOREFRONT WALL•LMI *Resistor A1MlARIOIYIRI0Iul=. MCY ENGINEERING, INC. LLJ GLAZING CONSULTANT 81108WSUNSET DRIVE MIAMI, FL3Hn P.305-VI-MI7 E-t: ISf:Y.FJgNni�aE,cpl STAMP. *. v�Yo�o,LHe 0- NOV 112D)i A1••..STATE OFI4 oJrd� ee. ��•• ����A77Mq; ,`1•�� DUCTRBVISBD ' mdYNB With Uro Mdb QbSCode NO mtpllmDalo/!• /1 0 2015 Dam N:'SL DRAH1N0 N� °'�-1f 10 OF 13 THIS PRODUCT MAY BE INSTALLED INSIDE OR OUTSIDE GLAZED WON BUCK FILLER OPTIONAL OPTIONAL BY OTHERS-j /—�R&DIFCRMG CHARTS ON SHW S 4 & S 1 D E BILL OF MATERIALS s>mt f Hpv. Nana OiWt3�1900I YATRmM. BLw u 1 AS FM 1 3101 FAWC HMAW18A4W AM ODM-m 79m 2 ASFM 1 3102 wrmm D40C 4H01tl1.A0Rtumm Auu °067-To In= 3 AS AM 3103 cm Star AM am -is TR= 4 A3 RML 3104 01TAA 01OWARAt4/1 ROIPQi m AM 0013-70 In= 4A AS mm 32C{SfFa 1AADON Ra00RCN0 SIM 0.W 0/S It 3 3/4• 0 2/111C HW STRM IRM M L. WL VA= DIRRMM 05 +/-5 CAGY 1-//r X 1/P X 4. um tN vm H570 E1 W 1ADt21 (9/1S• MAL MASS) a11P0MM ea +/-a 0119 1/r X 1/4• X 4' LOTH 0 AS IIM H63 11m IN at= OLgvz 1A to +/-0 D9Y 7 AS I= val°0 CLAM MAY TM0 mum i/4. 3 W a M IOWD. m iD°s taraA117 0 2/CORY31 014 /12-14 X 3/1' Mus Toe 23 M.E. - 10 7/00Rm1 P13 1/4-M % 1-t/r RM TWE 23 oupa if 06 1 REINFORCR41 • o OPTIONAL OEE CHAIM. NN SHEETS 3 3 { 3 Q' D V •• 8 8 s b p 7 V D.L OPENING D.L. OPINING ° 7 \:SIuCoNE SEALANT EXTERIOR Dow CORNING 790 OR EQUAL ° LAIN & MAX RECOMMENDED SEALANT DEPTH SHALL BE HALF THE SEALANT WIDTH. MIN. & MAX. GAP FRAME WIDTH YAX. FRWE CAP HEIGHT MIN. I MAX SO• 3/te• 1_1/B• 72• 1/4• /-1/S' 84' or 3/B• 1-t/S• 11XI• 3/B• 1-1/S' 120• 1/2• 1-1/07 . MAX FRAME MAX OAP AT WIDTH EACH WE 3D FT. 1-1/6• 00 FT. 1-1/S• ALTERNATE SEAUWES AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD EASED ON MANUFACTURER GUIDE LOGES. C 4 & 5 <�Trullte OLA00& IILOMYUY eourtlGta' SM FAIRWAY DRIVE, Salta 20D DEERFIELD BEACH, FL 33441 P. 000432413211. HM•7M,= 'RODUCT: Resistor 3100 STOREFRONT WALL-LMI mmrimvH'wnAioli• ENGINEER M MCY ENOWEERING, INC. GLA9H0 CONSULTANT 0110 SW SUNSET DRIVE MIPM0, FLM173 k 300.271-0117 mok MOY.mwm bvc b* .,wMAHGYero�1re�4 STAtp: .� anv r Oil :9 • STATE OF v - ROD ON J O------ Btw_DADE COUNTY APPROM IMPACT FE2 Al# TRANSOM --------- SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA © OR WINDOW WALL SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. G / I� �I nj I I I�------------ II ivaacr ADR0l.W u r Goo PRD 301 I + T — — — — — — — — — — — TOT OF ANONDRS AT ODOR wWON W 0 UOIIJON ANC}gR5 AT FDI. LRE AT ODOR AT il%. lIIE AT DOOR E i G 1 I I F G / \ TOTAL NO. OF, wa AT DOOR wwDN LL ANq AT FDL 111E AT ODOR AT iIX. LRE AT DOOR' CHARTS SHOWN ABOVE APPLY TO ABOVE CASES ONLY. I�.tiBts,�>•��)•ts, `tl• l_i_� Ifni l3!!1• m R t1• i�T� 3DFl• 31l�1• ii , *Truiite GLA00 A AU11�OB 80UNION4• h0pJATww.WN.eDm E00 FAIRWAY DRIVE, SDOe 200 DEERFlELD BEACH, FL33+N R@3t8ter 3100 STOREFRONT WALL-LMI *Resistor ENOINFER: M MCY ENOINEERINCI.INC. GLAZING CONSULTANT 0110 SW SUNSET DRNB MIAMI. FL33173 Po 3pF 2714117 Em* UCYS*Aft*4M1 STAMP: VPIN0 WAND. RE F L t-P'CorN 66088 _:.* Q 83101. — FRAME HEAD/SILL/JAMB -y .6261• 3. SO 3205 STEEL MULLION REINFOR. �4.500 .260 I 50 I 2.780E=, 1.25 J60 .116 0 #3102 — INTERMEDIATE VERTICAL/HORZONTAL OH63 — GLAZING GASKET 7.844 OJ8 Lb L1.780— J (D 03103 — GLASS STOP �3.655� .006 O 5J0 O .722 CID— I NOTE: DETALASOVE SHOWS CONNECTION OF HORIZONTAL FRAME .900E--�4^-2.SS0 MEWERSTO VERTR:AL FRAMES. JAMS AND MULLION CAN BE O WIN OR WITHOUT REINFORCEMENT. SEE SHEETS 4 THRU 8 FOR OPTIMNS. #3104 — SHEAR BLOCK / ALUM. MUWON REINFOR. � aid 1-w-,,h,Trullte 04100 6 A W B71UN 80 W IIOt�• Mtp•JAvwwANM.am 000 FAIRWAYORIVE, SUR6200 DEERFIELD SEACH, FL 33441 p.00D432.81321 L004724 M Resistor 3100 STOREFRONT WALL-LMI *Resistor 9A07�1RONI K70RCOW1• ENGINES; M NICY ENGINEERING, INC. OLAZINO CONSULTAIIT 0110 SW SUNSET DRIVE MIAML FL 33'173 P. SM271-M7 Enuh NCYEn01o1atpOhlLnol xvw.MCY STAMP: %1PWO WANO. P.E. FL;R*JEOHN MW,,,,, �`J,��QG 55�77�yNB,��AF�•�,Q •. v 6696g • •'* I: S.L I DRAWING No: B'�'" 13 OF 13