Loading...
HomeMy WebLinkAboutNOALE COPY SCANNED BY ®® St. Luce Coun M�IAM��!IJ•!?ADE)♦ {,� MIAMI-DADE COUNTY 1�1 M ® �r PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economy Kaycan 1 Memorial Drive. Richford, VT 05476 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 RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 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. RER 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: Model D510" and T4 12" Vinyl Vented Soffit APPROVAL DOCUMENT: Drawing No. KAY0001, titled "Vinyl PVC Soffit D510" and T4 12" Vented", sheets 1 through 4 of 4, dated 12127/2011, with revision 2 dated 03/17/2015, prepared by the manufacturer, signed and sealed by Robert J. Amoroso, 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: None LABELING: Each piece shall bear a permanent label marked at not more than 4' o.c. with the Kaytec, Richford, VT or Cowansville, QC, Canada and following statement: "Miami -Dade County Product Control Approved", per FBC 1710.9.2 and 1710.9.3. 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, andio& \ 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 It 15-1021.02 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 17-0404.04 MIAMI-DADE COUNTY Expiration Date: April 20, 2021 0P12.4 Z°t4 g Approval Date: June Pa207 e 1 .� �. .. 'r �,. � .:! ' - .+ �� i 't, .. 1� ��. `L r� .. . � ,: j� ' ,L t � Kavean NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 15-0612.16" 1. Drawing No. KAY0001, titled "Vinyl PVC Soffit D510" and T4 12" Vented", sheets 1 through 4 of 4, dated 12/27/2011, with revision 2 dated 03/17/2015, prepared by the manufacturer, signed and scaled by Robert J. Amoroso, P.E. B. TESTS 1. Test report on Wind Driven Rain Resistance Test per TAS 100(A) of Model D5 10" and T4 12" Vinyl Vented Soffit, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 9458, dated 03/28/2017, signed and sealed by Idalmis Ortega, P.E. "Submitted under NOA # 05-0804.03" Test Report No. Standard Date Signature 2. AT-55983.01-106-18 ASTM D3679 01/03/06 Joseph A. Reed, P.E. 3. AT-55983.01-106-18 ASTM G155 01/03/06 Joseph A. Reed, P.E. 4. AT-55983.01-106-18 ASTM D638 01/03/06 Joseph A. Reed, P.E 5. AT-55983.01-106-18 ASTM D2843 01/03/06 Joseph A. Reed, P.E. 6. AT-55983.01-106-18 ASTM D1929 01/03/06 Joseph A. Reed, P.E 7. AT-55983.01-106-18 ASTM D635 01/03/06 Joseph A. Reed, P.E 8. AT-55981.02-122-18 PA 202 & 203 07/15/05 S. A. Urich, P.E. C. CALCULATIONS Submitted under NOA # 12-0124.04" 1. Anchor calculations prepared by PTC Product Design Group, LLC, dated 12/27/2011, signed and sealed by Robert J- Amoruso, P.E. "Submitted under NOA # 05-0804.03". 2. Fastener Installation Analysis, sheets I through 3, dated 07/27/2005, Project No. 05020010 signed and sealed by Allen N. Reeves, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS Submitted under N0.1 # I5-0612.16" 1. Statement letter of code conformance to 51 edition (2014) FBC and of no financial interest, prepared by PTC Product Design Group; LLC, dated 03/17/2015, signed and sealed by Robert J: Amoruso, P.E. Submitted under NOA # 12-0124.04" 2. Statement letter of code conformance to 2010 FBC and no financial interest, prepared by PTC Product Design Group, LLC, dated 01/19/2012, signed and sealed by,Robert J. Amoruso, P.E. "Submitted under NOA # 11-0316.01" 3. Distributor agreement dated 04/25/2011. E-1 ps y4. J7 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0404.04 Expiration Date: April20, 2021 Approval Date: June 1, 2017 KAYCAN BUILDING PRODUCTS VINYL PVC SOFFITD510"AND T412" - VENTED INS'TALUTIONANCHORAGEDETALES - GENERALNLTlfS• 1. THIS PROOUOTHAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLARDA BDLGWGCODE(FBC).BUILDING AND RESEDEITAI.VOLUMES INCLUDING THOSE SECTION, OF THE FBC PERTAINING TO THE HIGH VELOGIY NURM.MIE ZONE WHIT AT TH E DESIGN PRESSURE(S)STATED HEREIN. THE PRWUCT WASTESTEDTOTAS•MANDTAtI IMPACTTE6TWOT0 TAS20L ISNOTREQUIREDFOR SOFRT. STRUCTURAL TESTRESULTS BASED ONTAS 202 WERE DMMO BY 1.5AG REQUIRED DYTHE CURRENTEDITION 01 FBC- BUILOING AND RESIDENDALVOLUMES. 2 TNEPR000LT OETPgs IxJMA1NED HEREOIAREBASEILNON SIGNED ANDSEALED ARCINTECTURN.IEbIDIG REPORT 565981.03-123.15, INLWDINOASSOWTEO LABORATORY STAMPED DRAIMNGS. 3. ADEQUACY OF THE METING STRUCTURAL CONCRETE. MASONRY AND WOOD FRAMING COMPRISING THEATTACHMENT SUBSTRATE FOR THE SOFFIT SNALLSEDETERMINEDTOBE DAPAOMOFWITNSTANDWGANDTPANBFER.RWGA IEDPROWCTLOADSTOTHAT STRUCTURE AND ISTHE RESPoNSIWlTIYOF THEAPLIiRECTgi EIGINEFR OF RECORD FOR THEPRtN . 4. OV ERRAND RECENNO V W VL 60F FR 6NP31. BE QIECKED PoR STRU CTURAL NPDFAUACY, CRACKS OR DEFECTS THATSHAL. BE ELIMINATED. 5. INSTALLATION OF SOFFIT ACCESSORIES AND ACCESSORIES SUCH AS CORNER POSTS, STARTER STRIPSAND MIN AROUND OPENINGS SHAM BE TONE IN ACCORDANCE WITH THE CURRENTEDITION OF THE FLORIDA BUILDING GORE- BUILDING AND RESIDENTIAL VOLUNES ANDTHEMANUPACNFIER'S INSTRUCTIONS. S. 617E CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER FAONEERING EVAUTATICN BY LICENSED ENGINEER OR REGISTERED ARCHITECT T. LABELED WACCORGANCEWUN THE CURRENT EDITION OFTHE ROFDA BUILDING CODE BURRING AND RESIDENTIAL V OLUMEB L SOFFIT NET FREE AREA IN ACCORDANCEWRH THE CURRENT EDITION OPINE FLORDA BUILDING CODE. BUILDING AND RESIDENTIAL VOLUMES. Li. DOUSLE510•SOFRT L1.1. t2sq WCHNNFAIFT. 83. TRIPlE41i E0FFR 821. 52SQINCHNNEALFT. INSTALLATION NOTES: 1. EDGE DISTANCE I TANCESHOW HITE.SIZE, EMBEOMTf M.O EDGE RATANCESNOWNFEREUN FOR RESPEGTNE SUBSTRATE 2. INSTALLAITONANCHORSSHNLBEASSHOWNONTHE 'BATTEN WSTALIATOMAIA'SOFFIT INSTALLATION' SECITONSONSHEEM3ANDC 2.MWINU.M FMOEBMFNTANO EDGE DISTANCEExOL1DE W ALLFINIS NES (NCLV OPA BIIT NOT CLAMED TO SlULCO, FONA,SRICK VENEEi AND610ING7 4. FOR INSTALLATION OF BATTENTO WOOGE=CDIRE USE AB xT WOOD SCREW ORO x S'TAFRNG SCREW. PLACE ONESOREW FERLOGTION AND MAICMUM24' aGALDVO BATTEH LEHOTH. f. FORINSTALLA710N OF SO FFITTOBATRNUSE0.12- DUVAETERx 1-1Q' LONG BNOOTH, SOREWORRING SHANKROORNG NAILWITH W MAMETERHEAO. LALIFASTENERS LLHAyECORROSDNRESISTANT COAiWG90RBE MAOEDF WAROSDNRESISTANT MATERIALS COMPATISLEVIITHTHESVBSTRATE MATERIALS. BILL OF MATERIALS 17M DESCRIPTION fMTERNI- 1 05 10" VENTED SOFFIT VINYL (PVC) 2 IT4 12' FULL 0 VENTED SOFFIT VINYL (PVC) 3 F—CHANNEL VINYL (PVC) 4 8' FASICA VINYL (PVC) 5 0.12" DIAMETER x 1-1/2" ROOFING NAIL WITH 3/8" DIA. HEAD, USED TO ATTACH SOFFIT TO BATTEN STEEL 6 #a x 3" WOOD SCREW OR $8 x 3" TAPPING SCREW. USED TO ATTACH BATTEN TO WOOD STRUCTURE STEEL 7 2' x 2" MOD BATTEN WOOD VINYL SOFFIT SBEPP QATI�NB 1. KAYCAN BUILDING PROOUCTSVWYL SOFFITI9 MANUFAOIUREOFROMAFOTUAULATEDPVCPOWDER COMP W ND MEET W 0 THE SPECffICAT10N9 OF P9TM lOS]L 1 T412'FULLO SOFRT-VENTED 2.1. WALLTUCKNESS:OX7" 22 PANELLFAGTHSOV-WLONG 13. Ftl1ANNELTHICNNEsfi a010' ]A. FASGUTHICKNESS:ONIT 1 051P SOFFIT -VENTED 0.1. WPLLTH1MNESSO.ONT St. PANELLENOTHRIT-RLONG 3.3. FCHANN&THICKNESS:'RW 14. FASCIATHICKNESS:ILW PRODUCT REVISED mccu 4uwaiaw mly ou emplying nil" the FlgTlee nB Coen SAa2f.D NDa-Ne. 17_0404.04 BavL�YFDaF Expl.ntten0 to 04f2D12021 By Mlam o Pm ucl Con TABLE OF CONTENT SHEET . DESCRIPTION 1 GENERAL AND INSTALLATION NOTES, R.O.N. AND D.P. CHART 2 APPROVED SOFFIT PROFILES 3 SOFFIT INSTALLATION AND CROSS SECTION 4 SOFFIT INSTALLATION SECTION AND COMPONENTS DESIGN PRESSURE (PSF) RATING SOFFITMODEL DESIGN PRESSURE(PSF) D5 10" VENTED VINYL SOFFIT W/F—CHANNEL +55.OPSF/-35.OPSf T4 12' FULL 0 VENTED VINYL SOFFIT W/F—CHANNEL +55.OPSF/-35.Opsf B 1mr, RllYxlLTxtVL18D am{NyYB wim Sn:FLVW SWIG ND mme*n aamwu 3e*..whrwwa 9ee�.yy1Y_.W���1.4 7� ��rnmYnan+J(goNe oqu an IN LO 4 LZOZIOZI o" a.aa.ga.3 � 40'bOb0�LL 'eN-aoN °m+ele .NJ vae L7ft00NnaOUe ad�iMl�RaDad 0391I13N d ro OS UA�d3IN(a�A iN II3A �Ol —901:J .LLf'L .995' .SZ' .9SL'. W311 Tom I w ,naa (aye) v amwn� �U IHIT.Z�i7LJ .91'L .SC 0 0 --T W3H 906L lRM ....... , .. ... . a .661'£ L09' .ZS£'CL ee o o . e ... . e. . . ... 66LT L09' fiia eo ... o . ... . . .. .�. .... o . e ....... a .661'f ''m IDO1 .94' SN3AVa1 V .SZ I'0 HLON31 13M/d llid0$ ')MfV „Z/L LZ .L09' .99Ib' .ZS£'fl f m g8 x WOOD SCREW OR TAPPING SCREW, BATTEN ATTACTACHMENT FASTENER SPACED 24" MAX. O.C.- FASCIAO 4 2 x 2 BATTENS O TYPICAL 21 1/2" MAX. SOFFIT MOTH 10" MAX. O.C. --+-- 7 1/2' O.C. --{-- 4' O.C. JSTALLATION NAILS, IYP. 0 10' MAX. FOR 12" SOFFIT ANO 10' SOFFIT Q 2 x 2 BATTENS TYPICAL +r w I9• wTn soTFIT 0-0 O JB x 3' WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24' MAX. O.C. 4NC 01 1L99fi_ MR 10• ;w r k gFF s � U� as MINIMUM SOUTHERN PINE TIMBER FRAMING 0 24' O.C. LL a - WALL N8 x 3' WOOD SCREW OR TAPPING SCREW. BATTEN ATTACHMENT FASTENER SPACED 24' MAX. O.C. O =MS•` 1 €E 5s0�3 3m T35ia2 fY� > S Mofrn •FMINIMUM SOUTHERN �•SE 2i•--- PINE TIM9ER PprnucTxevl.Too FRAMING ®6lxms.ilmFbrin. ANo" A62 -- RCN�l AcmW P.E fMLPE W d132 1. PRODUCT REVISED ¢�i No a876 No LIATION NAILS In wIM M. Florida BMW], * t No".. 17-0404.04 y: A INSTALLATION CROSS SECTION 1'I 1a•An0lrsamT F plmemno 0�2012021 :9p•. STAT OF :�W; %.c+•fC . By i�f�'• OAA1Q: . MI P ce cenve AA.BAONLr6Nx``• W. o ,r Wnx. 1 m• W,x 1 I 21 I/27 SOFW W H 10• W. 7 1/r {• e�irFN BvrOR Iwmi rrt I I f I I I — —o o (01 10 I I I I I I I I I I I I I II II I I II II I I II II III � :. Sp� IR tV 5W 10 I I I I I I JR 10..0 I I I I I I I I I I I I _ --- �O -- O _ O � vuu e• , n � � E ,,5• 7d Z2W y .JST PO �4� fix+ a PWb9� SOFM NNL NEW 095 775' S S' INSTPWATION NARS JVd -NPL HEY NEW 10' OR 12' OoaO YatRMI(T QEVI.tSP 1dBMih4 P41L F-CHANNEL 2' BY ©FJ INSTALLATION CROSS SECTION `2.2 MTrcN Qi PRODUCT 4 10'AND 11•SW@IS IN NO FIOMOa IN Bufc*m lCo0e �Ooq✓A`i��N0�Ru101 j�0O' NO Noax 17-0404.04 Fipinnon 04120/2021 ty :p0 ;• BTa nat m ua uct con �Oa1° �.�`a�_rC n SCANNED BY RECE((11 D I?C(S ' ° 7 St. Lucie County MIMI M e DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315.2590 F (786) 315-2599 w .mismidade.eov/economy PGT Industries, Inc. LE 1070 Technology Drive MOPY North Venice, FL 34275 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 RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 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. RER 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 19EIR-210" Aluminum Horizontal Rolling Window - N.I. APPROVAL DOCUMENT: Drawing No. MD-IIR210-01 titled "Horizontal Roller Window Details", sheets 1 through 8 of 8, dated 12/01/11, with revision B dated 05/05/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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: None. 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 entirely. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA4 15-0609.05 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 Manuel Perez, P.E. - NOA No. 16-0629.02 Expiration Date: April 05, 2022 Approval Date: August 04, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-1201.04) 2. Drawing No. MD-MUIO-01 titled "Horizontal Roller Window Details", sheets through 8 of 8, dated 12/01111, with revision B dated 05/05/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6657 and FTL-6658, dated 10/17/11 and 10/18/11 respectively, and addendum letters for each dated 03/22/12, all signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-1201.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5a' Edition (2014), dated 05/29/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underprevious NOA No. 15-0609.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Manuel P ez, P.E. Product Conlro E aminer NOA No. 0629.02 Expiration Date: April 05, 2022 Approval Date: August 04, 2016 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-5" Edition (2014), dated May 26, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underprevious NOA No.15-0609.05) 2. Statement letter of no financial interest, dated May 26, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15 0609.05) 3. Laboratory compliance letter for Test Reports No. FTL-6657 and FTL-6658, issued by Fenestration Testing Laboratory, hie., dated 10/17/11 and 10/18/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOANo. 11-1201.04) 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0609.05, issued to PGT Industries, Inc. for their Series "BR-210" Aluminum Horizontal Sliding Window - N.I., approved on 08/13/15 and expiring on 04/05117. ManuelPere .E. , ' Product Control Ex ner NOA No.16-0629.02 Expiration Date: April 05, 2022 Approval Date: August 04, 2016 E-2 HORIZONTAL ROLLER WINDOW i I I)THIS PRODUCT HAS BEEN DESIGNED a TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE, NCLUMNIGTHE HIGH VELOCITY HURRICANEWNE(HVHR} I 2) SHUTTERS 6RE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMHOADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM COD CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 1, SHEET 1. 4) ALL WOOD BUCKS LESS THAN 1-I?THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-in'(MENTHICK OR GREATER. IXAND a BUCKS (EN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TOME STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENTAS SPECIFIED ON TABLE 1, SHEET 1. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFULSHINO STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. HIM TO BE NO MORE THAN IW THICK WOOD SUCKS BY OTHERS, MUST I SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WNDOW. 7) DESIGN PRESSURES: A) NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST 7 PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. HEI S) POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTME1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST ME W NDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 3315%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 8) REFERENCES: TEST REPORTS FTL4iG5] & 66.5B: ELCO ULTRACON NCA; ELM CRETEFLEX NOA; ANSVAFSPA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10) THE 210 SERIES HORIZONTAL ROLLER WINDOW WAS FORMERLY KNOWN AS THE 201 SERIES. DESIGN PRESSURE "TING IMPACTRATING VARIES. SEE SHEETS & 4 NOT RATED FOR IMPACT RESISTANCE STANDAROSUSED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E130D84 •ANS0AF8PA NDS-M12 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM -MHO •AISI-S1004)7/S2-2310 HEI - 12m WDW ne•eucK mores B SHEETS 5&S&6 I A --�._ T__-- _._-I � .—. . 3' fi6TIB' / 5B1I8' / / GHT SASH VISISIE [� FIXED VISIBLE 6Y LICK LIGHT BUCK HEIGHT 2 SASH SASH VISIBLE I1C S53FIXED VISIBLE IJOK L LIGHT F A SHEETS 588 ALWAYS SEENOTEA F SEE NOTES BB C. �_�•"-II I'F 3. REQUIRED THIS SHEEP THISSHEET ®CORNERS TYP. XOX (1/4-112-1/4) ELEVATION III--�•�— 74• WIDTH '3•BucKWDm _B 5&6 5 33MM6 GHT ]P BUCK MDHT SASH• / I VISIBLE LIGHT 319I16' SASH Fl: I VISIBLE LIGHT MSD W$IBLE LIGHT SHEETS C 5Be TABLE 1: HEI - WWIDTH ST BUCK WIDTH SHEETS rB586 63' . _._ - .I F60I8'I i FIXED . ___.__ p SIBLE LIGHT I I ;HT 62' 5Si18' BASH VISIBLE LIGHT ���V%% 58.1/B' FIXED VISIBLE LIGHT / a BUCK HEIGHT 16 16' SASH VISIBLE L LIGHT SHEETS A 5&6 REQUIRED THIS N SHEET r L-4 -r ^ 3• -- 41 CORNERS SEE NOTES If' 8 & C. THIS SHEET TYP. XOX (113-1/3-1/3) ELEVATION Anchor Group Anchor Substrate Min. Edge Distance Mln. Embedment A 1/4' Steel Ulir4con Hollow BIxN, (AS1M CSO) 2-1/7 1-1/4' B 012 Steel SMS(G5)or 01241O SS SMS P.T. SoitMem Pine (SG =.55) B/1B' 1-3/8• ASS S1ceL.125' min 3l6' Min. or 3 M.& beyond motel substrate AS53 Stud, GL 33, 0.D346• min. T20 Ge) we, Aluminum, 60 75..125•min. ale" 1/4'Steel Ultmcon Concrete (min. 2.9 1 1" 1-3/B' Gmuted-611ed Block. (ASTM COO) 21IT 1-14' C 1/4' 410 SS CreteFlex Concrete (min. 3A 1 1' 1�14' HNlow Block, (ASTM DBU) TLI 1-1/4' ALWAYS 3- B -ter Imo- 13'15 REQUIRED SEE NOTE D. THIS SHEET ®CORNERS TYP. XO ELEVATION (OX SIM.) ,IV IVII ELEVATIONS ................................... I ANCHOR SPECIFICATIONS...........I ANCHOR SPACINGIWANTTRES...2 DESIGN PRESSURES, XOXM-.-. 3 DESIGN PRESSURES, XOX--.- 4 INSTALLATION, STD MR ............... 5 INSTALLATION, HO MR.................. 6 GLAZING DETAILS ............ ......... 7 CORNER ASSEMBLY._._-.--...-. 7 EXTRUSION PROFILES .... ..-......... 8 PARTS LIST................... _............ .... 6 No. 5B7U5 A. LYHN MILII.:R,P.E WEEPHOLE NOTES (SEE WEEPHOLE DETAILS HEET 7OF 8), A REQUIRED IF WINDOW WIDTH IS OVER 67. B. REQUIRED IF W NDOW WOW IS OVER4S AND UP TO 6P. C. REWIRED IF WINDOW WIDTH IS OVER SB-. D. REQUIRED IF W NDOW WIDTH IS OVER 45'. IFwBy: Ma' B)ADD R 05l05/16 B)ADDESPACERSTI SHEET8. RwlseE By: WN: FeWiort O D•ar¢8an: GENERAL NOTES & ELEVATION 1070 TECHNOLOGY CRIMERue: N. VENICE, FL P.O. BOX IW9 M275 HORIZONTAL ROLLER WINDOW DETAILS NOKOMIS. R J42]4 SeBea/Notlel: Seeb: sMrt IAVMnp M CEAI. OF AUIH. /29286 HR-210 NTS 1 OF 8 MD-H J ROSOWSKI I ANCHOR ON 1 ANCHOR AT EACH SIDE OF 1ANCHORAT 1ANCHOR AT CORNER I THE MEETING CORNER CORNFR RAIL A MI ANCHORS IN - ANCHOR SIN JAMB JAMBFOR II / 1T MAX O.O. FOR JAMB MR UP WINDOWS,4 / WNDOWS UPT083' TOCANCHORSIN. 9 TOI .WI T049, MIN.9 / lid / TALL, 20-MAX. OG AMBFORR- ANCHORSIN JAMB FOR FOR WNDOWS OVER Or WINDOWS WNDOWS OVE1349' .OVER 44' la SEE TABLE 2, 1 ANCHOR ON THIS SHEET, FOR IANCHOR ON EACHSIDEOF ANCHOR EACH SIDE OF THE MEETING QUANTITIES DU THE MEETING RAIL ------- , RAIL 1 ANCHORAT CORNER _J1 0C - -- ---- -. a A 8_rMA% _ I 6'MAX /— 6'MAX. FROM —____- 22-3/4' MEETING RAIL(X2) 'MAK O.0 wMAI`'� w MAX. FROM ENTER OFF ANCHORAGE FOR ALL XOX (1/4-1/2-1/4) CONFIGURATIONS MEETINGRAIL(X2) ANCHORAGE FOR ALL XO/OX CONFIGURATIONS rAeLEz: 1 1ANCHORON ANCHOR 1ANCHORCN EACH SIDE OF AT EACH SIDE OF 1ANCHORAT THE MEETING FIXED THE MEETING 1ANCHOR AT CORNER RAIL LITE RAIL CORNER l MIN.3 ANCHORS IN - JAMBFOR WINDOWS UP T04 .MIN.4 ANCHORS N JAMB FOR - WINDOWS OVER"' LGO e MMAX 6'MAXFROM MEETING RAIL(x2) ANCHORAGE FOR ALL XOX (1/3-1/3-1/3) CONFIGURATIONS x FRAME FRAME WIDTH FRAME HEIGHT 35G'e' �• J`�'g BYTYPE ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP ANCHORGROUP A B C A B C A B C A S C 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 STANDARD 2 1 1 2 1 1 1 1 MEETING RAIL =1=3 2 2 2 2 1 1 1 1 3 2 2 2 2 1 2 1 J 3 2 2 2 2 2 2 1 53W 1 1 1 1 1 1 1 1 1 1 1 1 pyy T4' 2 2 1 2 2 1 2 2 1 1 1 1 DUTY w 2 2 2 2 2 2 2 2 2 2 2 1 MEETING 9]' 2 3 2 2 3 2 2 2 2 2 2 2 RAIL 109' 3 3 2 3 3 3 3 J 2 2 2 2 W 3 4 3 3 4 3 3 3 3 2 2 2 SEE TAHLe 1, Snet 1 l ruH MUIIUKt UUrVtbUKInIIU J. 10ID TECHNOLOGYDRNE - N. VENICE, R1 275 - P.O. SOX 329 _ 42 NOKOMIS, FL 34D4 A. LYRN MILLE6,P.E CERT. OF AUR1. 129296 pl 5BT6 x0, Ox axon: EGRESS HEIGHT: -4-E9 XO a OX EGRESSV&DTH:(Ma-}IM XOX (V4.1Q-114y EGRESSWIDTH: (WW14-2.51VO XOX(11 1113): EGRESS WIDTH: (WW/3.6) x xO,Dx&xott SASH VISIBLE LIGHT HEIGHT: (MM-9-Ue) F0(EO VISIBLE LIGHT HEIGHT: -4718 XO & Ox SASH&FIXED MSIBLELIGHTWIDTH: n-3-7116 XOX(U/ IQ-114p SASH VISIBLEUGHT'A1DTH: W/4.1]116) FIXEDVISIBLEUGHTWIDTH: BMVV/t-313/16) XOX(IG-M-113): SASH & FULED VISIBLE LIGHT WIDTH: (W03. W16) PRODUCT REVISED oe�lkFIaHA1 .iMm6qCo& ncceewce No 16-D629 E:Pn' Daz �L R Hien- Dy N1 Pfa&R1 RevBbrc Bmm 6Y SPACING & QUANTITIES J ROSOWSKI TAL ROLLER WINDOW DETAILS 12/01/11 Smb: SAMC OmWlp Na Rev: NTS 2 OF 8 MD-HR210-01 B OH OX CONFIGURATIONS - MAXIMUM DESIGN PRESSURE RATING (psf) STANDARD MEETING RAIL HEAVY DUTY MEETING RAIL FRAME WIDTH GLASS TYPE FRAME HEIGHT FRAME HEIGHT 383/8' 44' S0518' 83' 383/8' 44' 505/8' 63° 1 72' Glass 1 +55.0190,0 +55.0/-90.0 +55.01.86.9 +55.0/67.9 +55.0190.0 +55.0/90.0 +55.01.86.9 +55.0167.9 WA 26-1/2' Glass 2 & 3 +55.01-90.0 +55.0/-00.0 +55.0/50.0 +55.0/-9D.0 +65.0/A0.0 +55.0/30.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 Glass 4 & 5 +55.01-90.0 +55.0/-90.0 +55.0/50.0 +55.01-90.0 +55.01-90.0 +55.0130.0 +55.01-90.0 +55.01-90.0 +55.01-90.0 Glass 1 ' +55.01-73.5 +55.0161.2 +55.0/56.0 +49.7149.7 +55.01-73.5 +55.0/61.2 +55.0156.0 +49.7149.7 WA 37' Glass 2 & 3 +55.0/.90.0 +55.01-9D.0 +55.01-87.2 +55.0167.2 +55.D/-90.0 +55.01.90.0 +55.01-9D.0 +55.0190.0 +55.01-77.9 Glass 4 & 5 +55.01-90.0 +55.0/-90.0 +55.01.90.0 +55.0/64.0 +55.01-90.0 +55.01-90.0 +55.01-90.0 +55.0/90.0 +55.01-78.1 Glass 1 +55.0/67,5 +53.7/53.7 +44,6/44.6 +35.5l35.5 +55.0167.5 +53.7153.7 +44.6/-04.6 +35.5135.5 WA Glass 2 +55,0/-90.0 +55.0/90.0 +55.01-75.0 +65.0157.1 +55.01.90.0 +55.0/90.0 +55.0/69.2 +55.01-77.2 +55.0/55.8 45- Glass 3 +55.0l-90,0 +55.0/90.0 +55.01-75.0 +55,0/57.1 +55.0190.0 +55.01-90.0 +55.01-80.3 +55.0163.9 +55.0/57.1 Glass 4 & 5 +55.01-90.0 +55.(V-90.0 +55.0190.0 +55.01,71.4 +55.0/90.0 +55.0190.0 +55.0190.0 +55.01-77.4 +5.... ... Glass 1 +55.0166.0 +53.1153.1 +43.6143.6 +32.3/-32.3 +55.0168.0 +53.1/53.1 +43.6/43.6 +32.3132.3 WA Glass 2 +55.0/-90.0 +55.0/65.1 +55.01-70.5 +53.4/53.4 +55.0190.0 +55.0/68.9 +55.0/-79.9 +55.0/68.0 +55.0/61.3 49- Glass 3 +55.01-90.0 +65.0/65.1 +55.01-70.5 +53.4/53.4 +55.0/90.0 +55.0190.0 +55.0/-78.5 +55.0158.1 +50.6/50.6 Glass 4 & 5 +55.01-90.0 +55.0/-90.0 +55.0/58.1 +55.0166.7 +55.0190.0 +55.0190.0 +55.0/-90.0 +55.01-72.3 +55.0/61.5 Glass 1 +55.0163.7 +524152.4 +43.5143.5 +31.2/31.2 +55.0163.7 +52.4/524 +43.5143.5 +31.2f31.2 WA Glass 2 +55.0/-90.0 +55.0/61.0 +55.0166.7 +50.2/50.2 +55.01.90.0 +55.0/65.0 +55.01-73.8 +55.0/59.4 +54.01-54.0 53.1/8' Glass 3 +55.0/90.0 +55.0/61.0 +55.0166.7 ♦50.2/-50.2 +55.01.90.0 +55.0/-90.0 +55.0/-76.3 +55.0156.2 +46.8/46.8 Glass 4 & 5 +55.01-90.0 +55.0190.0 +55.01-83.4 +55.0/62.7 +55.01-90.0 +55.0190.0 +55.01-9D.0 +55.0/68.0 +55.0/-57-4 1 +55.0159.2 +50.4150.4 +42.8142.8 +31.8131.8 +55.0159.2 +50.4/50.4 +42.8142.8 +31.8131.8 WA 2 +55.0/69.2 +55.0/-75.1 +55.0/61.1 +45.4/45.4 +55.0169.2' +55.01-79.3 +55.01-67.2 +51.0151.0 +44.0144.0 61° 3 +55.01-90.0 +55.01-75.1 +55.0161.1 +45,4145.4 +55.01-90.0 +55.01-90.0 +55.0/-77.0 +55.0157.2 +46.4146.4 & 5 +55,0/-90.0 +55.01-90.0 +55.01-76.4 +55.0156.7 +55.0l-90.0 +55.0/-90.0 +55.0/62.9 +55.0161.5 +51.8/51.8 1 +55.0I56.3 +48.5/48.5 +41.6/41.6 +32.0132.0 +55.0l56.3 +48.5148.5 +41.6/41.6 +32.0132.0 WA 2 +55,0I-79.7 +55.0/-72.5 +55.0/58.5 +43.0143.0 +55.01.79.7 +55.0l-77.1 +55.0/55.2 +49.3/49.3 +s 66°s jGles2 3 +55.01-79.7 +55.0/-72.5 +55.0158.5 +43.0/43.0 +55.01-79.7 +55.0/-79.7 +55.D/-74.9 +55.0/57.6 +47.0147.0 & 5 +55.0/-79.7 +55.0l-79.7 +65.01-73.1 +53.8153.8 +65.01-79.7 +55.01-79.7 +55.01-79.3 +55.0158.3 +48.9148.9 s 1 +51.1 5151.1 +44.2144.2 +38.9138.9 +30.0/30.0 +51.11.511 +44-2144.2 +38.9138.9 +30,0130.0WA74's 2 +55.0(635 +55.0163.5 +55.0/55.3 +40.0140.0 +55.0163.5 +55.01-63.5 +55.0162.0 +47.9/47,9 +39.8(39.8s 3 +55.of 5 +55.0/63.5 +55.0l55.3 +40.0/40.0 +55.0/63.5 +55.(163.5 +55.0/53.5 +54.1/54.1 +45.0l-05.0 & 5 +55.0/53.5 +55.0/63.5 +55,0/63.5 +50.01-50.0 +55.0/53.5 +55.01 3.5 +55.0/63.5 +54.2/54.2 +45.1/-05.1 Glass Types 1/B' Annealed 1 1f8' Tempered 2 311e'Amealed ll4' AnnealM' 1/8• Amrealed-IW Almpece-1/8" Annealed 3 3116° Amealed3/16• Alnpaca-W Annealed 4 3IW Tempered 1/4' Tempered 6 1V Tempered-1/4" Ainpane-IIW Tempered 311r Tempend3H6"Ahpacs1/8"Tempemd NOTES' 1) USE THIS TABLE FOR AU-XO/OX WINDOWS PER THE ELEVATION ON SHEET I. OIMENSIONS SHOWN ARETIP-TO�mp. 2) FOR SIZES NOTSHOWN, ROUND UP TO THE NEIKTAVAHABLE WIDTHORHEIGHTDIMENSION SHOWN ON THE TABLE. 3) DESIGN PRESSURES MAY BE INTERPOLATED BETWEENSIZES. CORR DURATIONS APPLICABLE TO THIS SHEET: X0 a Ox PROOUCTNEVI6ED maptpaemWdm F6aeh NWIdmSCaJ+ E.p6um Oaa 4M2 or ' mic l4adrtl •Con Y N r- � m O@$� 4 0 tl Q O O � X 0 z 3 Li. o O Of J of J PN 3 55 W cifAz —1 Ir D_ Z o S z CD O nl w 0' Hg E Y6y ,¢0 2 �h m GIVWH }x3xsin = Y Yoko < 16i u 0. LYNN M¢LFR, P.E. P.ER53n5 T<RI F 5 xoxcoNFlcuRAnoN MAXIMUM DESIGN PRESSURE RATING (pso FRAME WIDTH GLASS NFE STANDARD MEETING RAIL HEAVY DUN MEETING RAIL FRAME HEIGHT FRAME HEIGHT 383/8' 44" 545/8" 63" 383/8" 44' 505/8" 63" 49" Glass 2 & 3 +55.01-90.0 +55.01-90.0 +55.0/-76.3 +55.01,69.2 455.01-90.0 +55.0/-90.0 +55.01-90.0 +55.01-78.9 z G Glass 4 & 5 +55.01-90.0 +55.0/.90.0 +55.01-89.1 +55.0169.1 +55.01-90.0 +55.0/-90.0 +55.01-90.0 +55.01-90.0 F Glass 2 & 3 +55.01-90.0 +55.0/-84.7 +55.01-71.4 +55.0/.55.1 +55.01.90.0 +55.0/-90.0 +55.0/.90.0 +55.0/-73.5 . m 53118' Glass 4 & 5 +55.0/-90.0 +55.01-90.0 +55.01-83.2 +55.0/64.3 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.01-90.0 IT: 61' Glass 2 & 3 +55.01-90.0 +55.01-76.3 +55.0163.9 +49.0149.0 +55.01-90.0 +55.0/-90.0 +55.0/65.1 +65.0165.3 Glass 4 & 5 +55.0/-90.0 +55.0/69.0 +55.01-74.5 +55.01-57.1 455.01-90.0 +55.01-90.0 +55.01-90.0 +55.01-84.5 c� 74, Glass 2 & 3 +55.01-81.0 +55.0/66.8 +55.01-55.3 +41.9141.9 +55.01.90.0 +55.01-88.9 +55.01-73.7 +55.01-55.8 Glass 4 & 5 +55.01-90.0 +55.01-77.9 +55.0164.5 +48.81-08.8 +55.01-90.0 +55.01-90.0 +55,01-90.0 +55.01-722 85" Glass 2 & 3 +55.0/-75.6 +55.0/61.5 +50.4l50.4 +37.7/•37.7 +55.01-90.0 +55.0/-81.8 +55.0167.2 +50.3/-50.3 Glass 4 8 5 +55.0/38.2 +55.0/-71.7 +55.0/-58.8 +44.0/44.0 +55.0/-90.D +55.0f-90.0 +55.0/66.9 +55.0165.0 Glass 2 8 3 +55.0/-73.8 +55.0/-59.6 +48.6/-48.6 +36.21-36.2 +55.0/-90.0 +SS,Of-79.5 +55.0/64.8 +48.2/-08.2 90" Glass 4 & 5 +55.0/66.1 +55.0169.61 1 +55.01-90.0 +55.01-90.0 +55.0/-83.9 +55.0162-4 lass 2 +55.0/-90.0 +55.01-79.5 +55.0166.4 +50.8/-50.8 +55.01-90.0 +65.0/35.0 +55.0/-73.8 +55.0/-59.4 Glass +55.01-90.0 +55.01-79.5 +55.0166.4 +50.B/50.8 +55.(/-90.0 +55.0/-90.0 +55.01-78.3 +55.0/5&2 ss 4 & 5 +55.01-90.0 +55.01-90.0 +55.01-77.5 +55.0/.59,2 +55.0/-90.0 +55.01-90,0 +55.01-90.0 +55.01-87.5 lass 2 +55.0/60.4 +55.(/64.9 +52.9/529 +39.3/39.3 +55.01-83.1 +55.0/-72.8 +55.N62.0 +47.SIA7.9 Glass 3 +55,01-80.4 +55.0164.9 +52.91.529 +39.31-39.3 +55.0/-90.0 +55.01-70.6 +55.01-70.0 +52.5/52.5 ass 4 & 5 +55.0/-90.0 +55.0/-75.8 +55.0161.8 +45.91A5.9 +55.01-90.0 +55.0/-90-0 +55.01-90.0 +55.0/67.8 Glass 2 +55.01-74.7 +55.0161.2 +49.11A9.1 +35.8/35.8 +55,01.74.7 +55.0/57.2 +55.0/68.9 +46.8146.8 Glass 3 +55.0/-77.2 +55.0161.2 +49. /49.1 +35.8/-35.8 +55.0/31.9 +55.01-71.1 +55.W62.8 +47.8147.8 ass 4 & 5 +55.0/-90.0 +55.01-71.4 +55.0/57.3 +41.01-41.8 +55.0/-90.0 +65.01-90.0 +55.0f64.6 +55.0/61.8 AGIMS Glass2 +55+0165.3 +55.01-58.8 +46.3/-0fi.3 +33.i/J3.1 +55.0165.3 +55.0160.0 +53.7153.7 +43.9143.9lass 3 +55.01-72.5 +55.0/58.8 +46.3146.3 +33.1133.1 +55.0/-72.5 +55.0163.7 +54.7154.7 +44.2144.2 ass 4 & 5 +55.01-87.0 +55.0168.6 +54.1/64.1 +38.7/38.7 +55.0/-90.0 +55.0/-90.0 +55.0/-79.9 +55.0157.1 lass 2 +55.01-56.7 +53.4/-53.4 +44.7/-44.7+31.2131.2 +55.01-56.7 +53.41-53.4 +48,4/48.4 +40.5/40.5 lass 3 +55.0164.8 +55.01-55.8 +44.7/44.7 +31.2/-31.2 +55.0164.8 +55.01-55.8 +48.2148.2 +39.6/J9.6 ass 4 & 5 +55.0/64.7 +55.0166.5 +52.21-52.2 +36.4/36.4 +55.0/-90.0 +55.0/-9R0 +55.01-77.1 +53.8153.8 Glass 2 +49.7/-09.7 +47.9147.9 +g3,6/,43.2 +30.0/30.0 +49.7/49.7 +47.9147.9 +44.3f-44.3 +37.5137.5 lass 3 +55.0/67.6 *51.1/-51.1 +43.6/-03.6 +3D.0/30.0 +55.0/57.6 +51.1/-51.1 +44.1144.1 +35.8/35.8 ass 4 & 5 +55.0/63.2 +55.0/650 +50.91-50.9 +35.0/35.0 +55.0/-90.0 +55.0/-90.0 +55.0/-75.2 +51.7/51.7 TABLE 6: Glass Types 2 3116" Amealed IM'Anrealed 3 1/8"Anneale*1/4'Aimpace-1/9'AnnwM 3116"Atn Wed3/16' Aimpaco-IIW Annealed 3116" Temwmd 4 1/4' Tempemd 6 15' TempeW-1/4" Airspace-lW Tempamd NIS' Tempemd3/16" Aimpace-1/8' Tempered NOTES 1) USE THIS TABLE FOR ALL XOX WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE 3) DESIGN PRESSURES MAY BE INTERPOIAWO BETWEEN SIZES. CONFIGURATIONS APPLICABLE TO THIS SHEET: XOX Hf3-tp-tr31 a a XOX(1/41M.1/4) m O 0 F � W p Z X Z LL O O ILI N F a: N J Of CO W Q s w c os � IB u A. LYNN Ua FR P.E P.E.p 58705 F V.1 CONCRETEICMV WOOD. PERANCHOR REQUIREMENT EDGE DISTANCE EDGE EMBED- DISTANCE MENT T TYPE ,EMBE GORENT AND EDGE III DISTANUnTF CE PER UBSIRAlE, SEE TABLE 1, SHEET 1. 21 INSTALLATION OPTION 2 INSTALLATION ANCH INTO MASONRY, INTO MASONRY. SASH VISIBLE LIGHT HEIGHT STANDARD MEETING RAIL MOMENT 1J A ?3 x 83 30 SHIM lX WOOD TYP.ANCHORTYPE. BUCKSTRIP, , EMBEOMENTMDEDGE SEENOTE2. DISTANCE PER SUBSTRATE, THIS SHEET. SEE TABLE 1, SHEET I' x 70 — `tl-- SASN VIS V SIBIE � 5] - LIGHT O LIGIHT WIDTH EDGE DISTMC WIDTH — _ _ _ TS FIXED VISIBLE 74 '•• i 25 24 ,� LIGHT Y� iD 5 . STANDARD B MOTH B STANDARD 1%W000 EMBED, MEETINGRAI EXTERIOR MEETINGRAL BUCK V INSTALLATION OPTION 3 BucKvnmH TP-T0.TP WIDTH THROULA 1X BUCKSTRIP THROUGH 1%BUCKSTRIP HORIZONTAL SECTION A -A INTO MASONRY. r— 114'MAX.SHIM ]+ 'P11 - 51 n /\ TYP.ANCHORTYPE. HIII '�I�IIII�IILII��III x., EMBEDMENTAN T 0 SELF -DRILLING 10 1 DISTANCE S'RATE,EIGM SMS(GI,),SEEit GEE TABLE 1. SHEET I. SEI.� OAOEMPOO II III' II 32 MULLION, ALUMINUM, O II 31 STEEL FRPMINOOR STEEL - - SASH VISIBLE 11 57 STUD.SEE SUBSTRATE 1 LIGM'MOIH II II PROPERTIES. I G EAMENGTH SHEET I. 12 � EACH FIXEDVISIBLE 3 MEETING RAIL 25 INSTALLATION �y STANOIRU� UGHTWIDTH h.� INSTALLATION TYP.ANCHORTYPE, OPTION MEETINGRAL B OPTION EMBEOMENTANDEOGE INSTALLATION BUCK WBTRI - INSTALLATION 2 DISTANCE PER ANCHORS TIP -TO -TIP WIpTH MCHORS INTO SUBSTRATE,SEE pIRECTLY INTO ORS IN 29 TABLE I, SHEET I. D. METAL HORIZONTAL SECTION C-C 1 1XCKST lXWOORIP. NOTES: ?RO➢ULTREVISED SEENOTE2, 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE i OF SHEET I. FOLLMIEMBEDMENTMO EDGE ..plyn wiVIDSP'wM1 THIS SHEET. DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAYBE USED MAW SIDE OFTHE WINDOW. Build ,Cade AoraPlnca Na 16.0�'1. 02 ,.r,m D� 2021 1/4' MA%SXIM THICK ARE TO BE CONSI MED.I -1? Rma W. w* Rib THICK ARE TO BE CONSIDERE0.1% BY INSTALLATIONS.IXW000BUCKSME 'I:i Mlbry PloOctfmvtl 1XMOO CONCRETE PER OPTIONAL.UNITMAYBEINSTAUlO RMaea� Gals Ra : BUCK ANCHOR DIRECTLY TO SUBSTRATE WOOD RUCKS ' EXTERIORREQUIREMENT DEPICTED AS 2% ME 1.10' THICK OR • USED) SEATERD( BEDEXGNED OMEN VTRANSFEH OADS TOBE THE STRUCTURE. PROPERLY µ INST r: INSTALLATION LFi, INSTALLATION DETAILS, STD MR J ROSOWSKI OPTIN 3 W000 BULL DESIGN MO INSTN.lAT10N VERTICAL SECTION &B INSTALLATIOONMCHORS ISTHERESPONSIBILITYOFTHE - _ 1070VFM�OLOGY DRIVE �� ENGINEER ORMCHITECTOFRECORD, HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 THROUGH I% BUCKSTRIP MAXIMUM SHIM THICI(NESSTO BE 114'. ""'�`, P.O. BOX 1529 INTO MASONRY. NOKOMIS; FL 34V4 Serlu/Ya4N: GNc Glwt OIVAE,p No. Rar. A LYNN MILER PE. OF AUTH. 029296 .HIT-210 NTS 5OF8 MD -AR 6 PE MUER INSTALLATION OPTION 1 CONCRETIMMu PERAHEAVY DUTY MEETING RAILO ixwooD INSTALLATION.WCHORSIM02X WUOD.RETE TYP.ANCHORTYPE, BUCKSTRIP, EDGE - REpUIREME EMEW EMBEDMEWAND EDGE SEE NOTE 2. OR CIVIL OPFIONAL - .EMBEDMENT DISTANCE PER SUBSTRATE, THIS SHEET. , 2%W000 DISTANCE SEE TABLE I. SHEETL PER SO AOppN T .. FLANGE® j 1p•MA% 11 ANCHOR REQUIRE. SLLl4 JAMBS \ EMBW DISTANCE SHIM--x 9x____ 10 \ •. MEW TYR. ANCHOR TYPE, EMBEDMENT• AND EDGE " III II DISTANCE PER I� I� SUBSTRATE,SEE II II TABLE 1, SHEET 1. 21 li li it INSTALLATION d i1 Ili OPTION 2 Flxm MSIBLE INSTALLATION LIGHT II AN II II CHORS DIRECM1Y HEIGHT II II 11. IWO MASONRY. II II II II SASH II II VISIBLE LIGHT HEIGHT LIGHT EXTERIOR V 1-� 1/4'MN(. SHIM FIXED VISIBLE LIGHT MOTH BVCKWIDTH TIP-TO-TP WIDTH HORIZONTAL SECTION A -A EMBED 111 MEW INSTALLATION OPTION 3 INSTALLATIONANCHORS THROUGH 1X BUCKSTRIP IWO MASONRY. �I �I I� 26 liIII1Iit IIiIIIt� lIIIIIIiI 2%WOOD ttPANCHORTYPE, I I#12 STEEL 4BUCK Ox SELF -DRILLING 10 EMBEDMENTANDEDGE HEIGHT 11 DSTANCE S EMS (GS), SEETABLE X SIEETABLE 1,SHIM 1.I, SHEET I. DADEAPPROVEO --- — 32 MULLION.ALUMINUM. SFSEEIIGNAO 31 STUDSUBSTRATE LIGHTOTH �— I� II PROPERTIES.TABLEI. i- _-- -- ---- 4-CUTLENGTH SHEET I. 12 ®EACH 3 MEETING RAIL EXTERIOR 25 FIXED VISIBLE I INSTALLATION UGHTW DTH INSTALLATION TYP.ANCHORTYPE OPTION HEAW DUTY EMBEDMENTANDEDGE INSTALLATION MEETING RNL T OPTION 2 DISTANCEPER ANCHORS INSTALLATION SUBSTRATE. SEE ANCHORS INTO M 29 TABLE I, SHEET I. DIRECTLYIWO WOOD. METAL. BUCK WHOM J 1X WOOD NOTES: TIPJCDMPWOTH .UCKSTRP, 1) USE ONLY SUBSTRATE -APPROPRIATE PRODUL REVISED THSSHSET. ANCHORS LISTED ON TABLE I OF SHEET I. HORIZONTAL SECTION C-C a LdTlnea'iANe Saida }F FOLLOW EMBEOMENTANO EDGEDISTANCE 80d"Code `1/MMAX SHIM LIMITS. ANY INSTALLATION OPTION SHOWN AeapCvmW .OQ MAY BE USED ON ANY SIDE OF THE WINDOW.T � Due O� I Rmw by Pote: Reviabn: 1%yyppD _ 2) ALL WOOD BUCKS LESS THAN I.JW THICK - ey D,oyM BUCK CONCRETEPER• WOOD SUCKS MEINSIOPTIONAL. UNIT Ry. byANCHOR WOOD BUCKS ARE OPIIONPL UNIT MAY BEEXTERIOR INSTAU-EDDIRECTLYTOSUBSTRATE. WOOD PEOVIREMEM •tt BUCKSDEPICTEDAS2XARE1-IWTHICKORo INSTALLATION GREATER.IXANDMBUCKS(WHENUSED) ( INSTALLATION DETAILS, HD MR ROSOWSKI SHALL BE DESIGNED TO PROPERLY TRANSFER ./ I. OPTION 3 LOADS TO THE STRUCTURE WOOD BUCK G - tOlO TECHNOLOGY DRIVE Due; Dal¢ VERTICAL SECTION B-B INSTALLATICNANGWORS DESIGN AND INSTALLATIONISTHE - N. VENICE, FL M275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 THROUGH IX BUCKSTRIP RESPONSIBILRY'OFTHE ENGINEEROR P.O. BOX 1529 IWO MASONRY. ARCHITECT OF RECORD. MAXIMUM SHIM NOKOMIS: R 342T4 yHm/ModeF Scab: SAwB paeiy Ne. Re.. THICKNESS TO BE 114'. A.LYNNUILBRRE HR-210 TUTS 60F8 MD-HR210-01 B P,Ep SEM CM OF AUTH. /29288 D I ASSEMBLY DETAILS OSILL ADAPTER E DETAILS EEPHOLECOVERS. SEE SHEET 1 FOR QUANTITY AND SPACING RAIL SA'ANNEALEDOR TEMPERED GLASS r II ^ 90 � I� .382 MIN. GLASS SIR: 81 1/8' GLAZING DETAIL iHBANNEALEDOR IIC'ANNEALED OR J TEMPERED GLASS TEMPERED GLASS 91 III 92 55 III 58 II I GLASSINE III .382'MIN. IIII GLASS SITE I I I I 81 GLASS 9rtE Iill At 3/16" GLAZING DETAIL 1/4° GLAZING DETAIL GLASS . GLASS STACK IM.MNEALED OR 1l4'AIRSPACE TEMPERED GLASS 11A'ANNEALED OR TEMPERED GLASS I -I`4Lla 1/2" I.G. GLAZING DETAIL WAIRSPACE IW MIN. GLASS STACK 3A8'AIRSPACE 311 V ANNEALED OR TEMPERED GLASS 38A'MIN. 1/2' I.G. GLAZING DETAIL 311A'AIRSPACE � i m 3 p to a J o O O W J Q p € FQ- w LU In gp �� N Q C3 5 0 2Z I o A m W J f &Z v Q ~ O - K"' UVn ��M1Y V V NAYNNMILER;PE. P:EkIMms Item Dwg# Pert# 'DXsclptlon Material 1 215E 6215W Frame Head 6053TS 2 264 U04W Frame Sill 0003-TS 3 265 6265BW SUN Adopter W63.TB 4 21M 6218W F.. Jamb(Fixed) W63T8 5 219 910WW Frame Jamb(Opaable) 6363T5 6 220B U20W Fuel Meeting Reg 606376 7 267 626M HMW Duly Fixed MeI Roll 6088-TB 8 22M 6223W Sash Top 6 Bottom Rao 6083�T6 9 223A BMW Sash Bcllvrn Rail 6003Tw 10 2219 6221BW Sash Side Rail 6063-To 11 1 M 62221V lSwh Meeting Fell SDS3-TS 12 270 SNOW 113ogboneReftioncernent 6083TG 13 2785 I W85W jS.hStop 6 '15 20 4080 1 74OWBK IMeeling Ral SINeep, Latch Plug RI Id PVC 21 242 1 421OW Sash T Guide (Anikark RgA PVC 22 227 42114W End Cep lagid PVC 23 1213 60201)K .190" X.207 G-Ion Wmp. (Frame Flex PVC 70 24 40M Ssec6G .187"X.2 Fill Watp. 25 1003C 66W1K Bulb Vinyl Wsip.(Saeh) FIex PVC 70 26 v5C 70275CK Frame Sill Gasket P.v mnylana 27 273A 7MMK Freres Head Gasket Polyethylene 28 2W MBOEIK Bash Gaskets Polyethylene 29 7HRKIW1 Weephole Collar Plastic SO low 71MW Sweep Latch Celt Zne 31 225 42112N Rolla Housing 6 GOlde Vinyl 32 228 7BRWHL2 RoUu Brass 40 1155 I 781POA #e X1'DUADPn SMS Steel 41 1165-1 781p0X "X1'Sq.,Pn. SMS 4105S 42 781PSTK III Sq.F.. Twin Fast SMS 41OSS 43 78X18PSA aX.37F Sq. Pn, SMS Steel 44 1016 - 7858WW #8 X.62 PR FI. SMS Steel W 12653 712859K Salting Block 3132-X1/4-XV EPDM 51 1267 712UN Setting Block III X1/2-X1- EPDM 54 1625 61625W III Bead Aluminum 55 2719 65016W 3/16•Beal Aluminum Be 12W 65133W lle Bead Aluminum 57 1253 6VT48W I.G. Bead Rigid PVC 70 1014 61014FW Screen Frame Aluminum 71 101 47041W Screen Comer Key No Ring Vinyl 72 16W 47D42W Screen Comer Key with Ring Vinyl 73 no 173MPM Screen Spring Spring Steel 74 1624 1 61624K Screen Spline-.135" DX. Foam Rubber 75 1W5 61635K Screen Spline -.13V Dla. Had! Rubber 76 Screen am - Fiberglass SO 134 B6675W Addcn Flanga(OpOonl1 063.T6 81 D#w Caning 889 Silicon. Glaring Use. Or ew'.. 90 11T Anneaied or Tempered Olson 91 3H6"Anneal. Or Tom red Glass 92 114' AnRuled.1 Tempered Glass 93 1m'-1W Air- Iff An. or Temp. I.G. 94 1/8r. W16-AV- 3116• M. "Temp I.G. Part# Description Material W Kommedirlp4SGTPSSpX,er System See Ens Shear kx Mate els 61 Duarrex Super Spacer nXT NXh Ha Melt Bu yl 52 Quart Dureseal Spacer 63 Cardrul kEd9e Spacer REFERENCE TEST REPORTS: F -8717.69688897D STRUCTURAL -OLVISOBLJ riEN WITH DESICCANT SLIM& DESICCANT FOAM EXT. GLASS - STRUCTURAL SILICONE DESICCANT POLVISO- STAINLESS STEEL INT. huF`— zwe• -ll)l4'NOM. � zsw� O KODISPACE T 4x.• 4SG TPS °re - nor m• xr INT.GVSS L az• Aar Ir— INUM O RAMR Oz FRUNII �SIILAMPTXR 'ORCEMENT a TOALUMINUM 8L6N3ALUMINUM ereHBALUNNU )M.7 teM• DURASEAL® 201 et SPACER ' az er GLASS 1.mr aN• MELT Ol He FIR BUM 5 fTUME JAAIe ICpEMBLEI OFI%EGU.EETN3Mh E..sras.L O sasxsuuulUM yb}TaALUMMIM M' }ie ALUNNUM -3/16'NOM. V I7W SUPER az SPACERU" NXTn'I GLA56 act 10 I e0e1TeAUMINU14 11 be°31e M-UMINUML. 13 Y631bALUMINUM .IENT NT FILL AREA r I.ra• �1 511F NOM. T JCONIESEAL ae1• .vn° r °e4' L T XL EDGE'" .am — tsar A6r A,za• OFlUMEJ .IFUoM [y5}T6ALUMINUM Abo• . II�- --{ eze� IL— ObAEX TOPbe01rOM WIL WM-le ALUMM). s3 SPACER 13 3A3X75AUU OAMMNFIANGE FINOOoCl REWSED P'lodla W01TSAlUA11NUM BW}TaAWMINUM R NTaswah4e nwWWM rAd. n/� .vL A., a .do 1MU 111111111Ix Daz j ` 01AY LYAfjV ' a..X..d ey: wt: R.mbR: nv •"""•'�i JR 05/05/16 B)ADDEO SPACERS . �`�'• `:Fp' a.ri.m er wet: mMw.M: o. 58705 _ * prMan ey: s D I6:`7u�' BOM &PART DETAILS J ROSOWSKI GN��: 1 NE S 1iSs wN: yONAL EN"` N.oVENICE it 342 P.O. BOX 1529 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 'I rJrr1111LL11 NOKOMIS; FL 34274 S.dev/IgedeF. SAvls: SJ*A, oMD Rev: A. LYRN MILLER PE 0Ef1T OF. Al #29296 HR-210 NTS 8OF8 MD-HR210-01 H B RE.#6810