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HomeMy WebLinkAboutProduct Approvalr MIAMI•DADE NU M-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goyleconomy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 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"HS-8700(Flange-Frame)"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT:Drawing No.L8700-0901,titled"HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C, dated 02/10/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, 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, 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. TER111NATION 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 displotyed 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 and renews NOA No. 14-0908.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0222.14 MIAMMADE COUNTY Expiration Date: April 11,2022 -Y41 t J•�/ Approval Date: April 13,2017 J( f ( Page 1 l Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS4700 Horizontal .Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C dated 02/10/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1 Air Infiltration Test per FBC TAS 202-94 P ) � 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, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering&Testing, Inc., Test Reports No.HETI-10-3049 and HETI-10-3051,dated 03/23/11, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-0705.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225,dated 03/23/11, signed and sealed by Candido F.Font, P.E. (Submitted under NOA No. 11-0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering&Testing,Inc., Test Reports No.HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-305213, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-0705.10) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc.,Test Report No. HETI-10-3251,dated 04/25/11, signed and sealed by Rafael. E. Droz-Seda, P.E. (Submitted under NOA No. 11-0705.10) ?jKn-u4l Perez,P.E. Product Con of Examiner NOA No.17-0222.14 Expiration Date: April 11,2022 Approval Date: April 13,2017 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window,XO configuration,prepared by Hurricane Engineering.&Testing, Inc.,Test Reports No.HETI-08-2033,HETI-08-2034, HETI-08-2035,HETI-08-2036,HETI-08-2037,-HETI-08-2038,HETI-08-2116A and HETI-08-2116B,dated 02/28/08, signed and sealed-by Candido F. Font,P.E. (Submitted under NOA No. 09-0706.05) 6. 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window,XO configuration,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-3097,FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02,respectively, all signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas® (Clear and White) Glass Interlayers"dated 06/21/ 6,expiring on 07/04/18. Al ZA 11 AD Y" Monte]-]Perez,P.E. Product C atro xaminer NOA o. 17-0222.14 Expiration Date: April 11,2022 Approval Date: April 13,2017 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance complyingwith the FBC 5t'Edition 2014 , dated � ) February 16, 2017,issued, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of no financial interest,dated 05/20/10, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 12-0127.08) 3. Laboratory compliance letter for Test Reports No.HETI-10-3047,HETI-10-3048, AETI-10-3049,HETI-10-3049I,HETI-10-3050,HETI-10-3051,HETI-10-3052B, HETI-10-3053,HETI-10-3056,HETI-10-30579 HETI-10-31309 HETI-10-3131, HETI-10-3223,HETI-10-3224,HET-10-3225 and HETI-10-3226, all issued by Hurricane Engineering& Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11,signed and sealed by Candido F. Font, P.E. (Submitted tinder NOA No. 11-0705.10) 4. Laboratory compliance letter for Test Report No.HETI-10-3251,issued by Hurricane Engineering&Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 11-0 705.10) 5. Laboratory compliance letter for Test Reports No.HETI-08-2033,HETI-08-2034, HETI-08-2035,HETI-08-2036,HETI-08-2037,HETI-08-2038,HETI-08-2116A and HETI-08-2116B, issued by Hurricane Engineering&Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No.FTL-3097,FTL-3098 and FTL-3364, all 'issued by Fenestration Testing Laboratory,Inc., dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 14-0908.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange-Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 11/13/14 and expiring on 04/11/17. Pp xP g Manu P.E. Product Confrol E miner NOA -0222,14 Expiration Date: April 11,2022 Approval Date: April 13,2017 E-3 A Al A Al General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE o O REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5th Edition. INCLUDING // \\ HIGH VELOCITY HURRICANE ZONE (HVHZ) AND AM-1300-09. THIS PRODUCT e m y r IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) y^m y 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING "1 E o RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS o v d o \�. OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. o ., O 4 C // D /� E E �\ D C mon w - 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON o •c w 1� ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER 3 m F (O.C.), AND AS TABULATED ON SHEETS 8, 7, or 8. y W z B 81 8 81 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE c c Z q Z ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND 'o M T TO BE REVIEWED BY BUILDING OFFICIAL. °p ° 9 ww X05.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES O CS r NOTE: TABULATED HEREIN (SEE SHEM a6, 7, or B). AND FOR USE WITH DOUBLE GLAZE t Z c 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS"A, Al. B.&BL" REFER TO SHEET d3 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs (/6. 7 or 8), 3)FOR HORIZONTAL CROSS-SECTION DETAILS "C, D.&E"REFER TO SHEET 04 6.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 3OFf. x0 2 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL 7,) SEE SHEET 4 FOR LOCK ETAILS& OPTIONS. TEMPERED. A Al 8.) SEE SHEET 9 FOR GLASS TYPES. Fi 9.) SEE SHEET a FOR DESIGN PRESSURES ON "XO or OX"WINDOWS: 'o p w 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LrrE "COX" WINDOWS. o w 11.) SEE SHEET 6 FOR DESIGN PRESSURES ON UN-EQUAL LITE 'XOX"WINDOWS. p W �\ (� 04 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. N x nn. \�. '�;' •�/.' 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/SILICONE ai O 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED F s E (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 03, 4& 5 FOR DETAILS N 4 10 & NOTES)WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24 SECTION 11.3.3.3. 8 81 15.)APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. t6.) SEE SHEET j 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES&OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-RADE COUNTY APPROVED XOX'-Equal Lite (1/3-t/3-1/3) WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT o NOTES: THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE S a a 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. uR #eo H 2) FOR VERTICAL CROSS-SECTION DETAILS °A, Al.B.&Bl"REFER TO SHEET j3 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE " 1 gg 3) FOA HORIZONTAL CROSS-SECTION DETAILS "D, &B'REFER TO SHEET d5 PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. LOgg qq o E 4) REFER TO SHEET 8 OF 10 FOR DESIGN AD CHARTS AND NOTES. r a Xd 4 m U a B1 PRODUCT REVISED ��ww� rd j-l XOX - Un-Equal Lite (1/4-1/2-1/4) wcamyfyingwith the Flotfda W 'a e3c NOTES: Building Coda ale f a RJ ci7 6 1) REFER TO SHEET-2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ;. : AxtPmnco No! 0422.f4^ ^ 2) FOR VERTICAL CROSS-SECTION DETAILS"A, A1,B,&Bl'REFER TO SHEET d3 ° Px imtion fAda�'/1,t n 3) FOR HORIZONTAL CROSS-SECTION DETAILS"D. &E"REFER TO SHEET d5 �•., __ ^° 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW mi ed.Pmd ct APPROVED ELEVATIONS F O 3, TEST UNIT SIZE: 111"X 63' # 85 3/8'OVERALL FRAME WIDTH TEST UNIT SIZE:74'X 83' 74'OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8' INTERIOR FRAME WIDTH INSTALLATION FASTENERS- 73' INTERIOR FRAME VIDTH y (A) 10 AT FRAME HEAD TVO ADDITIONAL ANCHORS (A)8 AT FRAME HEAP TWO ADDITIONAL ANCHORS (14 AT FRAME HEAD IF DP ABOVE 70.0) REOU[REO A7 MEETING RAILS (8 AT FRAME HERO IF OF ABOVE 70.0 REOu[RED AT MEETING p FOR UNITS WITH DP ABOVE (B)6 AT EA FRAME SILL TOR UNIT WITH DP ABOVE p Q (B) 10 AT EA.FRAME SILL A Al 1 +/-70PSF t4 TO AL> 5• (8 AT FRAME SILL IF DP ABOVE 70.0) A Al /-70PSP t4 TOTAL7 Hop p Z (14 AT FRAME SILL IF DP ABOVE 70.0) � LHA% �5' m'� (C)S AT EA.FRAME JAMB LU1L7�c 4' I'-1„A,(,q.� (C)SEE GENERAL NOTE p3&/4. 4. ro h t4' 4 1/2 H4' ap •SEE GENERAL NOTE y3& ®4. --� •�' AT Q.p E+ (TYPICAL AT ALLCORNERS) C! T'•) • S'ALL CORHOAS) S- _O C O M. lP M 24 7 h M 5 '�.i N v t LOF+] 13 1/4.D.C. 13 I/4'D.C. i ! CsT z _ E / msa a w.z g OC. _�' yi 1/4•°C. C.7 p GJI71/1'OC• G aW ___ ______ __4 171/4.OC O f/J ..1 2 �i �� .� Z O x x jag` lV j �i N � B B 1 S 17 1/4 OG 13 1/a'OL. ®~ tr O ra o ANCHOR NOTES, a E%T,t MT.FpLg CpLGN(AL ANCHOR NOTFS, 1.SAME ANCHOR SPACING AT HEAD t SILL 1 MUNLINS ARE APPLI[p V/ 1•SAME ANCHCR SPACING AT HEAD L SILL E%T.L ML FALSE CpL°VIAL T, T` O 2.TWO ADDITIONAL ANCHORS RECUIRED V/SILICONE AND ARE 2.TWO ADDITIONAL ANCHORS REWIRED MUNTINS ARE APPLIED V! r V L� AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTI@IAL. V/SIL CO' AND ARE R Q DP ABOVE•7DPSF/-75PSF C4 TOTAL) AT MEETING RAILS FOR UNITS WITH 4, Cy�7�� ')(OX" WINDOW EQUAL LITE UP ABOVE-/-76PSF(4 TOTAL> AlA11A EAS OPTI6NM.. f.SLFMMIZUNL CRUSS-SECTION DETAILS•A,At,S.L BI'AT SHEET 63 WINDOW T., TEST UNIT SIZE: 111"X 83' 2.SEE HORI20NTAL CRDSS-SECTION DETAILS•C,a,L E-AT SHEET R5 NOTES ( "OX" REVERSED 4 SEE VERTICAL CRCSS-SECTION DETAILS A,A1.B.L BI'AT SHEET 13 ryry INSTALLATION FASTENERS # Ill'OVERALL FRAME WIDTH 2.SEE HORIZONTAL CROSS-SECTION DETAILS-C.0.L E'AT SHEET 94 M (A) 10 AT FRAME HEAD 110•INTERIOR FRAME VIDTH (14 AT FRAME HEAD IF DP ABOVE 70.0) iv0 ADDITIONAL ANCHORS (8) 10 AT EA.FRAME SILL REQUIRED 4T MEETIxG RAILS A Al FOR UNITS WITH DP ABOVE (14 AT FRAME SILL 1F DP ABOVE 70.0) - ♦/- 70PSF 14 TDTAL> 5' 9 c (c) 6 AT EA FRAME JAMB I3o�� SERIES-8700 HORIZONTAL SLIDING WINDOW - #SEE GENERAL NOTE p3&g4. ( FLANGE FRAME ELEVATIONS — L.M.I. a g_. 9}�AlL{'C' ERSI m 4 d M..D.L.C.Wd Mo'. D.L.o. ,a N I t 24 a/8', P 1 q E 13 1/1. °- `Oji =-- j // 13 1/4.OC e: iuq ,A � =3Fe-e--;k=: CVS � is �: •a,7 soc eRonU-raEVISED yp'G a-.J 't,,';t�•n 1 °RiraeoecDa�weF+or>aA ". ANCHOR NOTES-T.L INT,FA�SE COLONIAL MUNi[NS ARE •�WPDTIRO DptI• " aC lJ, 1 2.TWO ADDIT{GNAL ANCHORS REOUMEO AT APPLIED V/SIL C AND ARE AVAILABLE '�:�' G AS OPTIONAL. a MEETING RAILS FUR UNITS WITH DP By v ABOVE+70PSF!-75PSF(4 TOND "XOX" WINDOW — UN—EQUAL LITE Miva PIa>�t s��Bl,...p L SEE VERTICAL CROSS-SECTION DETAILS•A,At,B.L BI-AT SHEET 03 X02 tt F 2.SEE HORIZONTAL CROSS-SECTION DETAILS-C.0•L E•AT SHEET aS 1JR11 tint 6 Q - 1/4' TAPCGN W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO 1114 S.M.S. W/ 1 I/4' MIN. EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET 112 1. ALL WOOD RUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET I!2 ' FOR MAX. FASTENER SPACING) 6 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) C I 1/8' MIN, 2. WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LAWSON INDUSTRIES, INC. o O INDUSTRIES) MUST SUSTAIN LOADS IMPOSED pj EDGE DISTANCE BY THE GLAZING SYSTEM " ,'MI rli° C) y Ca 1 1 4' MIN. a °' �y � to o V Z O o e' A. n EMBEDMENTT• 4. .•o, o,p C d. v d.. 2X 4� Z W o•n� O Jrr 1' MIN. 3 e Q z � EDGE ANCE z> k ZZ_ fir w 7 CL � o EXTERIOR GRADE 12 1/4'MAX. ^�� t t/a' ? c SHIM SPACE n� 2X (MIN.EMBED.) PERIMETER CAULKINGciYPl "•� TMP' %1z0 C- jzo y 15 7+ : O m O 7 1 EXT.GRADE PERIMETER I/4'NA%. ~ C 1S CAULKING WOT BY SN[M SPACE U l4 6 -LAWSON INDUSTRIES', CTYP,) (� 0. O' .1 '! TO BE APPLIED BY OTHERS CCCC CTYP.) W cl Y 'I L!JCr4 0 LEAR SILICONE ADHESIVE EXTERIOR H �' BEDDING COMPOUNDN e o y 34 INTERIOR x z ? x EXTERIOR INTERIOR A 1 w Y ALTERNATE DETAIL 4 Z z¢ '.I LAMINATED GLASS ~ 4= °Jiv ? 33 wee L z WOOD FRAME INSTALLATION DETAIL S a o 4 3 14 o z 276 WINDOW INSTALLATION NOTES $ 3 1, THE WINDOW FRAME FLANGE TO BE BACK-BEDDED V/ AN EXT. W ? ) 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER GF FLANGE •`• 28 SILL RISER OPTIONAL BY WINDOW INSTALLER lTYP.> °i o - e r 1'1 APPLIED WITH SILICONE E. THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO HE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SEE DP CHARTS ON 2 I III SHEETS 114, 115,8 46. BY OTHERS CTYP.) tJ B I' •WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR B 2626 10 9 32 13 D — III MASONRY IS 1555 THAN 1/8', SHIMS ARE NOT REQUIRED. 1J 13O ANCHORS NOTE: EXTERIOR GRADE ANCHORS TO BE 1112 SMS OR WD. SCREWS INTO WOOD, DR "'�•a,;,• EXT. GRADE 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., PERIMETER CAULKING CAULK ,) ,.,��,.v`�'r, ".`� �' ". �•" WITH A MINIMUM OF 1 I/4' PENETRATION INTO WOOD OR a ^ . CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) d°�MAX. HIM SPACE S (TYP) PRODUCT REVISED �a(o• i�'ii M'HIM PACE e ScTYP <; d1 /4' MIN. Mplyingwith the Ftadn : •'', EMBEDMENT "a_e '~`. ° EMBEDIMENT. .° Fiuilding Code d a.d d , 4- ..d 'd ad d °a d l d d MKPFadw Doe, stJ I a .'' d' •. I '...• . ° .j 1 1/8' MIN. . liy •( b EDGE DISTANC OaAA a�/Bp IT 40 j OPTIONAL SILL INSTALLA tON DETAIL AT "XO or OX" •' k 1. ALL KOD BUCKS ENGINEERED SEPARATELY ' 2X WOOD BUCKS B TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) _ BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSONd INDUSTRIES) MUST SUSTAIN LOADS IMPOSED c q 9 INTERIOR FINISH BY THE GLAZING SYSTEM o 4 Z v (BY OTHERS) `O m h '3 z 21 23 LAMINATED GLASS .P7. WOOD BUCKS Gi c e V Q f- o o0ul a 1/q MAX 33 SILICONE ADHESIVE A• 3� N14 S.MS. W/ 1 1/4' SHI(FTI(TYP.) BEDDING COMPOUND I/A•MAX. A y W MIN. EMBEDMENT INTO WOOD. SHIM SPACE (SEE ELEVATION Al SHEET B2 7 17 34 INTERIOR 3 crYP.) o o Z c z x FOR MAX. FASTENER SPACING) 2X 5 27 m g a tt is W 'q I/4' TAPCON V/ 11/4' z O1 11/4' MIN. MIN.EMBEDMENT INTO CONC.' C7 d c EM ENT `_ _____ (SEE ELEVATION AT SHEET q2 :tz z n fOR MAX. FASTENER SPACING) 2 14 Ix � o e o 1' MIN. EDGE -----' 16 EDM4 U F d DISTANCE 71 1 1/4' MIN. x. a 17 8 '_"-'-' - ----'- EMBENT O lffffEffffCKE( /f _________ ____________ - a 3 E III MIN. a EDGEl�Y IW o q EXTERIOR WALL FINISHSTANCE !.;.;_. .,. -v 111 G x BY OTHERS (TYP.) '�):. 28 14 ;.,:: ,Q n. q O C 4 EXTERIOR 18 19 11 :'• ' (~ �' O �j EXT. GRADE CAULK STUCCO OVER METAL LATH NAILED TO 5 EXTERIOR GRADE PLYWOOD SHEATHING EXT.GRADE PERIMETER TO BE SPECD•IED BY ARCHITECT DR G.C. 'LAWSON INDUSTRIES', CAULKING NOT BY O ry U (EXTERIOR FINISH BY OTHERSI �.4 NOT BY LAWSON INDUSTRIES,INC. TO BE APPLIED BY OTHERS 73' MAX. (TYP.) WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTHg o "XO" WINDOW EQUAL LITE i $ ( "OX" REVERSED ) e ° � 30 31 WINDOW INSTALLATION NOTES: B 6 _ I. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. z° X 8 y i GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) �a 2. THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO a, '� 9 E $ $ E BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS(TYP.)22 21 •WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR "•;630PP9v_ 5 MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. ANCHORS NOTE q, ANCRS TO BE #12 SMS OR WD. SEWS INTOLOCK (LATCH AND SWEEP) OPTIONS 1/4'HO or APPROVED CONC.FASTENERS INTODCONC., PRODUCT REVISED WITH A MINIMUM OF I I/4• PENETRATION INTO WOOD OR As wmplying evtlhlfie Florida .� 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFE HANDLE CONC. (REFER TO LOAD TABLES FOR QUANTITIES REOUIRED) UuiidmgCAdo LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. AcccplArtmNp •QXMII� ' 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED �` n FOR USE ON ALL WINDOWS. gy 1°•„•,•,,.•° so4�n. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. Mi DadeProdncY' /aa�8jegjpa'It`�`�t �a d O tl 12 X 1 3/4' S.M.S. ' 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET 82 FOR MAX. FASTENER SPACING) o A CLEAR SILICONE ADHESIVE PT. WOOD BUCKS o q Z 0 1/4'MAX 21 22 23 34 BEDDING COMPOUND LAMINATED GLASS a, y 99 z SHIM SPACE1/4'MAX. M I h C o crYP.) 33 EXTERIOR SHIM SPACE a , ' in a'° U F 7 17 crYP.) o�° d o .,4,• �&.. q Ll. a 5Ci 27 30 31 3 M e � 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. Z w d R C7 - - _ .(SEE ELEVATION AT SHEET n2 0 0 z o Zd 14 =--=_ ______ _____ ____ FOR MAX. FASTENER SPACING) 0 g IL x 7 12 z o r 1/4' z [N. 1 1/4' MIN. j '•� MBEDM T 17 ----- 1 8 18 '--------- "`" EHHEDMEN7 - ----- - - - -- -----•- n i 1/8' MIN.----- EDGEDISTANCE � m Z N EXT. GRADE l� q O w EXT. GRADE CAULK °' H C 0 CAULK O O � � O C FEI E WINDOW FRAME BUCK WIDTH +� C g Q U 370 WINDOW FRAME FLANGE WIDTH d 'XOX" WINDOW EQUAL AND UN-EQUAL LITE m [ e WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO.BE BACK-BEDDED V/AN EXT. GRADE CAULK TMROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT.PERIMETER OF THE WINDOV FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK 2ps BY OTHERS<TYP.) u � N u •WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR � m z 6lASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. �• ` �• ` ANCHORS NOTE: � a ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR •'4''• CONC.(REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) t'�}-ti,• �4C Of r PRODUCT REVISED _ "t . no complying w&b1Qo FTmdda Building ANo cacPmncs � ' lion Dote 2 Mi>m)Deft PcoftaC f o at ao 9 i084—OOL9T aN+mw�A ..ww+w•w+iNa+mow :m•s ° Awf um•wtl /wNWtl XO io 0X} SH0SSd0 SSVID }}SIM JAIVHO QV07 N4i934 a zo ozvxn•x .,no w. tl 'c7� a' •. P� MQQNIM SQt+dWC 3'JNV"Is 'JAII'170N 1tl,LNOZI2fOH 0049—SN so/os/so Ova•x smooa ssv79 aNv saoaArIA 011MIX117V.I.LL7Ynb do asumaydnAwn 6Q-Wf23 n15V cw 4999-969 (got) -ON Hd I L pioc)w:w3 vis pei/.awpdumo•� '1 A. 992££ VORt01d 'A3103A 97 -5 v g 7 Y202-383�4> a3 ai9p 15 06 'M'N l09$ 1\/ O SAI V ads 2 ,a �L iea4s 5Ml a e4o oN-.v. P oN'�y, . aryoR wyiasy F Q i� 00000 0000q 0000 0000 0 0700 0000 0b00 0 00 cs GCIO p000Gi 0OOGp dp0 ' t:)0p0 eod0 pc0p 4000000 i L W W W iwv CD COW W GO aD W GD CQ CO QD CD co 0,co QW1 aD 00 00 OD CO co CD 00 co Go 00 OD OD aCl b OD OD co t tL N o. a n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 y w 'K pp OCSp 0000 p0Gi00GOppp Opp OpOp cimor­ 91 , t>p0 '.x-os�.f ww W w W W ww GO OD WwwwW W ! cZ1wwW wODW W WwW co co ' �a G O Q! :y � 000000googbq000boqo 00000000000boobobbo 9800p W otioocicp�}d oo ciocid cio cidcpcto ciocip c�i�ci o 0 p b ik�f _ � WOOw[OW ww Www wW WwwwwW W Ww WW W W000 ww Ww wW WW W Ww 9 O ppO 000 OC?t Qt7 Cipp Cap 07000 ' C30 p0 OOCfO OOtOO ppp of pCj00w WWW wW WwW wow ww w w Ww ww 00 GO wWw 00 ww Ww W WW00000oc3popopcicSpcSppoohhhhhhhhhhhhhhhhhhhhhh L F7,, H tlf 0 0 0 g 0 0 0 O g 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 o b o Q O 0 0 0 b OOOc3CcipO0d4=1cs ci0c00000cipcicfOCfo00pbp00p0 i h h h h h h h h n h h h h h n. h h h h h h h h h h h h h h h �N obg000000b0000gooqoob0000000000b00000000 o + V googpoOoppoa000gqooboqooqooqoqqoqbb000aoobo�by } OY0+1`. h000o 04000000000 o0OOO OOdO O�0000O tp �:\: sV ttO�n�Oc�}7 OOt4O�7 eeiOn�cc2Ony OyyO770 2O�ttO�y�Oj iO�q OyO�tttq��2O�20� gig �OttO��2yO�O tO2,��7iiO�ntOt��O_ to4yy 220�n c20�7y0�0y c0�yy 2[0in}�0j t0 tp (� t6 c6 W CD( W tD(p(D (D W(IS tD c4 tD tD fS5 SD tP tw0 tD f0 i6 f6 i0 w (D W tD CU 0 0 0 0 j'a cow 0 a b w glig 9 9 8 g 9 2 8 8 Is 8 8 g g g1g g g g � t +0 .03i V ?0;3EF :4 2o2�7j a eton�7 2/gye7 t(o�7} ttfo�yy 2�o�7 tatm�t2om�(t�ea7 to�y7 b�o7y t2q��7 ttom�7 2o� a 2eo�o 2[b�o Oto�y7 tib�yy to2�yy ttom�7 to{m{7 2�o�7 tq2��7 o to�ny tory t[o�{o{��7j tib{7 l�ow7 q st(o�� 2yo��7 e2yqy�7 t4ion7 t�(qyy a d 1+0 m Q i W (D iD W (6 w (6 i0 i6 i6 06(0 iD f0 (D W t6 (6 l6 06 CD(D(6(6 fW6 w[C?(D f0 i0(0 (6 iD f6(6 i6 pQ4, d Z R. o my �"' 000goob00000000000g0000000boob0000000000 `�8�$X3 3S`is8is `m"isisw �$ 3}S 3��w �d�` �` `�3 Viz` �'(� ` ,mai a[iggj O F C tp � � m �p w• 11 i *h 05 m'tsocacoacowvurmcoW -T 1* w�Q � so .4, '1W(DIT WtomITIT v<rso coGovITcoco wa�ai�A�,��. mac at MMMMMCl?MMMMd•V etv v2nfnIninM M0 vtn0Wioill2[�2Oifi cpcp W �Qp��Qoox z 00 st c�D0 CiOp WW tp tp W�7OWDwtp Oppp c�pp8181" Cppp ��ppW�p RIF ��pp ��t�� �NV t�NV c�V h�1 Wap pp Op S2 NN hNA1531+7 M 8307 vvQ V'4 S68t6 i07 CVNOV CV M MC~'J•t? 20(O(620 to in 432(7�� ` ..�i c7 a $_ s�r°$°53 �_ ��y7mmppN ��}} ��,yyQQ�0�yy wwO0pppp00��2 mi6pp�ppp uz � v, civ in2..N 47 c�+2 in cov � NM CiD I+ N V'W I'+ MST iDh M V'w NM Mh-N Mijti N �jti NMMh Nmn 0 2266 t`�6j in 4n in '� DESIGN LOAD CAPACITY PSF -XOX W/NDO S wfth Un-E ual Life 1/4-1/2-1/4 +/-Pressures(Psf) FRAME SIZE #Jamb #H S S Glass Type"B" •2 G lass T e"C" •2 Glass T "D" (*21 Glass Type"E" •3 Glass T e"F" •3 Glass Type"G" •2 c on WIDTH HEIGHT Anchors Anchors + s4 - sf + sf - sf + sf - sf + f - sf + sf - sf + sf - sf $4 z ' 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m y 3 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 "'m E- s 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 24 3 80.0 80.0 80.0 80.0 65.0 75. 65.0 75. 2.0 52.0 65.0 75.0 3 y W x 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a'r d 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 0= c z z 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a ! = o 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $ 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 = o m c 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 c o 84 48 4 8 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 F x 96 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U d 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N p .z 60 60 5 7 .52.0 52.0 65.0 75 0 65.0 75.0 52:0, 52.0 65.0 75.0 m o 72 60 5 7 - 52.0 52.0 '65.0 75.0 65.0 i5:0 � 52.0 52:0 65.0 75:0 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75:0 52.0 52.0 65.0 75:0 a x S 96 60 5 10 - 52.0 52:0 65.0 75.0 65.0 75.0 2.0 52.0 65.0 75.0 108 60 5 11 - - 52.0 52:0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 F o 74 26 3 7 80.0 80.0 80.0 80 0 65.0 75 0 65.0 75.0 52:0 52.0 65:0 75:0 "a c 74 38.375 3 7 80.0 80.0 8 0.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 7 52.0 52:0 65.0 75.0 65.0 75.0 52.0. 52.0 65.0 75.0 74 63 5 7 -52.0 52.0 65.0 75.0 65.0 75:0 52.0 52,0 65.0 75.0 "1 g 79.5 26 3 9 52.0 52.0 65.0 75:0 65.0 75.0 52.0 52,0 65.0 75.0 ` 79.5 38.375 4 9 52.0 52:0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75:0 S .o 79.5 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 - 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 F W 106.25 26 3 1 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 u 106.25 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 111 26 3 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0a a � 111 38.375 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 11 - 52.0 52.0 65.0 75.0 65.0 75,0 52.0 52.0 65.0 75.0 m 111 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 63 5 11 52.0 52.0 65.0 75.0 65,0 75.0 52.0 52.0 65.0 7 ,p gV ya 5uf9« eev„lop" RcomplyNB wh61Co Notes • .• twmNO I •D d- "�, , F,.;�� , 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. itntimtMC r c� C✓ -` ,.1='�' 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW �/ (WINDOWS WITH GLASS TYPES "A. S. C, & D) ��� /�I i0/ BY \\� -•a' c� K :.j;' 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP •�/• •�/.• M DedeF( Zp SILL RISER - OPTIONAL '//' t APPLIED WITH SILICONE I I FOR DP ABOVE +70.0 PSF (WINDOWS WITH GLASS TYPES "E, & F'y AND +80.0 OP MAX. /� /� /� ✓ � :'y�"� ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ONIA 2 (+80.0 DP MAX.) w� ' WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) i �•t "'• 4.) WINDOWS WITH GLASS TYPES "A,C. OR G" INSTALLED ABOVE 30FT. ` �:tolut••° ,�`, 1 t, IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX- un-Equal Lte Gi DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Equal Lite(113-113-113) (PSO Glass "W' (*2) Glass Glass Type IV Glass "E" (*3) Glass Type 17"f Glass "G" (*2) 0 FRAME SIM #Jamb #H&S C' (*2) 2) 9z 0 C., -4 z WIDTH HEIGHT Anchors Anchors +psf psf psf -psf +psf psf +psf psf +p !,o C, psf- M co 60 24 3 7 80.0 80.0 80.0 80,0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 .1 E- e- 0 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 62.0 65.0 75.0 . 84 24 3 9 80.0 80.0 80.6-- 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 01 cc! 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 2i 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 62.0 65.0 75.0 00 84 36 3 9 52,0 52.0 65,0 75.0 MO 75.0 52.0 620 65 60 48 4 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 9 52.0 52.0 65.0 75.0 65.0 75. z0 62.0 52.0 65.0 75.0 w 84 48 4 9 52.0 520 65.0 75.0 65.0 75.0 52.0 52.0 e5.0 75.0 0 60 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 9 520 520 650 75.0 65.0 75.0 52-0 520 66.0 75.0 Z zi a a - 84-- M 5 " 9 -52.0 52.0 65.0 76'0 65.0 75;0 52.0 52.0 65.0: '7510 '53.125 26 3 6 80.0 80.0 80.0 80:0 65.0', 75;0' 65.0 75.0 .-52.0 '5210 66.0 75.0 53.125 38.375 4 6 80.0 80.0 8.0.0 Wo 65.0 75-.0 65.0 75.0 52.0 - 52.5 75.0:6- 53.125 50.625 4' 6 70.0 -75.0- 70.0 ' MO 65.0 75.0 65.0 -75,0 .- 52.0. 52.0 65.0 - 75.0 0 52.0 _52.0 - A 53.125 58 5 6 520 5ZO. 65.0 65.0 75, 65.O� .75.0 53.125 63 5 6 . 52.0 52:0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 - 74 26 3 9 80.0 80.0 80.0 80.0 '65.0 75.0 65.0 75.0 62.0 62.0 65.0 75.0 Cn 74 38.375 4 9 .52.0 52.0 65.0 75.0 65.0 75.0 510 52,0 65.0 75.0 6-4 --.74 .60.625 4 9 ..52.0 52.0 65.0 75.0 65.0 75;0 52.0 52.0 65.0 75.0 74 58 5 .9 520 5210 65.0 75.0 65.0 75:0 52.0 $2.0 65.0 75.0 - 510 5ZO 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 74 63 5 9 '4 1.1 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7&0 52.0 52.o 65.0 75.0 79.5 N 79.5 38.375 4 -9 70.0 75.0 62.0 52.0 65,0 75-0 65.0 75.0 62.0 52.0 65.0 75.0 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 520 52.0 65.0 75.0 65.0 75.0 620 520 65.0, 75.0 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 520 -65.0 75.0 6 84 26 3 9" 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ag j I 84 50.625 4 9 52.0 65.0 75.0 65.0 75.0 52.0 52.0 66.0 75.0 84 68 5 9 52.0 52-0'- 65.0 1 75.0 65.0 75.0 62-0 52.0 ' 65.0 75,0 5 9 52.0 1 T2.0 1 65.0 75.0 65.0 63 75.0 f 52.0 52.0 65.0 75.0 ODUCT REVISED C-plyi-g with fw FIwib Uilding CDdC Notes 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS &SILICONE OPTIONS. CO*UMONQ am C., 2.) STANDARD SILL USED ON WINDOWS WITH +90.0 UP AND BELOW IN." 4'z (WINDOWS WITH GLASS TYPES -A.B, C. &D-) 20 SILL RISER - OPTIONAL 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP i Dad.Ptoftt I APPLIED WITH SILICONE (WINDOWS WITH GLASS TYPES -M & F) AND +80.0 DP MAX FOR LIP ABOVE +70D PSF (+80.0 LIP MAX) ADDITIONAL ANCHORS REQUIRED AT FRAME NEC & SILL ON ............ WINDOWS WITH DP ABOVE 70-0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES 'A,C. OR G' INSTALLED ABOVE 3017r. IN THE HVH2, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 4l IT a 12 X 3/4'S.D1S. HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS 33 19 ALUMINUM MULLION FLAT HEAD,PHILLIPS. h SEE MULLION APPROVALS FOR (SEE EIEYAiION AT SNEEL�2 ITEM/ PART B RECD. DESCRIPTION REMARKS C 34 MULLION TYPE.SIZE AND MAX. FOR MAX.FASTENER SPACING AND O % -`L - •SILICO)ff DPTon,IONS, DESIGN PRESSURE Uu1TATIONS. ______ DP TABLES FOR QUANTITY) 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM DOSC/V�CE-MORCN[A99D 5731 (ALUM,0.078'MIN.THICK) 1;---- 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM b,tOy h Tiro SPECTRUM z 3 L-7701 I FRAME FXD. JAMB 6063-T6 ALUMINUM "')m1 h 0.AZlAY+DEPTH NOTE:THE LOWER PRESSURES OF w)m THE WINDOW OR MULL SH4LL GOVERN(i li INTERIOR 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-i6 ALUMINUM N¢ V LAMINATED CUSS.CONPOSR90N -TYPE B o � o � 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM O iY.. O E, � lTgy O .�SCBTMON DSTAL IANINA7E OESCRIIRtON t 1/B'ANMMEO CLASS 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 2 MOW PLASTIC WTERLAYER � Laa..wu+e bed cu - 7 L-8703 I FRAME VENT JAMB 6063-76 ALUMINUM Z h� o f ca 3 tAr AEALED CLASS 1 w+e• i B L-7706 I VENT JAMB LATCH RAIL 6063-T6 ALUMINU MIM Z q +� 9 L-8702 I FRAME SILL TRACK 6063-TSALUM[NUM N W= LAMINATED GIA.SS COMPOSITION- TYPED m a D, Tt m 8 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-TS ALUMINUM + ITE11 CIA93 DF9CDPIION 06TAIL IAI(QIATB DBSCNP710N + �+ --------c----- 11 L-7708 AS RED-D. GLAZING BEAD( 3/8' > 6063-T5 ALUMINUM 1 t IVB')EAT-fTRENGMTE+ED RATS C B oa9a•PLAStIt IxTERI.Av[R BU�I+pITYE Merlc4y Inc. 12 FS-006 AS REO'D. FRAME ASSEMBLY SCREWS 08 X 3/4'P.H.PHILLIPS .4 t• 3 118'HEAT-f TRENUHTEN'ED GLASS tLT•o- EXTERIOR GRADE WINDOW FRAM- 13 FS-040' AS REDD.,INSTALLATIDN SCREWS 414 SMS F.H./PHIL. V O LAMINAT D cuPERIMETER CAULKING ss COMPOSITION -TYPE a EXTERIOR 14 L-7531 AS REG'0. VINYL BULB I/4' DIA. BULB 03033 z TIEN GIAS9 DtSCRIPDON DSTAO, LVIINATE DEMBIPDON 15 PVS-003 AS REO'D. FIN SEAL VEATHERSTRIP .187'w x.230' h (� T 8 CAT -srRExGMTENEo Mss ___ FRAME MULLING DETAIL. Z EEf '�''''TT�� 16 PVS-005 AS REO'D. FIN SEAL WEATHERSTRIP .187'.w x.350'h ggg 2 0090•PLASTIC INTERLAYER SArLEX PVB by ®H j 1%13'HEAT-STREKAiTENEO MASS '�• E..I—CMeNCAI co: 17 PWS-009 AS REO'D. FIN SEAL WEATHERSTRIP .187'w x.310'h 7 DT+P C ' 113 L77711 AS REO-0. GLAZING BEAD C INSULATED) 6063-75 ALUMINUM N LAMINATED CUSS COMPOSITION -TYPE F SEE MULLION APPROVALS FOR 19 PWS-001 AS REG'D. PILE 8 GLAZING BEAD .187' • x.150' h F„ )LEN CUM DZSCBIPII DETAIL •AIRNATE DESCRIPTION MULLION TYPE,SIZE AND T/NE � 1[f� 94 O w OESION PRESSURE LIMITATIONS. •20 L-8706 AS REO:D. SILL RISER ADAPTER 6063-TS ALUM.:OPTIONAL 1 p 1. 1/8•ANNEALEO MASS : !-NOTE:THE LOWER PRESSURES OF 2 ao9B•PLASTIC Mit:RLAKA a DU ITE PVD br THE WINDOW OR HULL SHALL GOVERN' 21 L-1539 2 VENT EXTRUDED SPRING LATCH 6063-TS ALUMINUM __°=- a c Z ¢g -�Xvreror Anerko.inG 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 3 1/13•ANNEALED GLAISI (. 5 So3.r - /4�,MAX. ® 12 S.D.S.X 1 1/4'L 555 SHIM (SEE ELEVATION AT SHEET 02 23 L-7523 I x LATCH LATCH SPRING STAINLESS STEEL FOR VAX.FASTENER SPACING) Q (3 A18�- 1INTERIOR 24 ■ 2 SILL/JAMB JOINT GASKET 1/l6'CLOSED CELL FIRM DQ 25 FS-041 2 SILL RAIL ASSEMBLY SCREW DB X 2 1/4' P.H./PHIL.26.1' HC-044-1 2 VEEP FLAP 6 BAFFLE•SILIUCHE OPTIaNS•� 26.2 HC- 1 X VEEP OPEN CELL FOAM PAD1/2•X V2•X 2'L.RNDOW COING 899 27 HC-040-1 2 SASH ROLLER 6 HOUSING0 573t TRE"co SPECTRUM a 28 HC-026-1 t SCREEN FRAME S MESH . S g it oo TH INSULATED LAMINGLAZImG ATED CUSS COMPOSITION TYPE A 29 ■ 1 ATTACHMENT SCREW 2 CLIP Ne X 5/8' S.D.S. « u r'"t e o 30 HC-0513-1 2 VENT SWEEP LATCH MOLDED NYLON ITEN G1AS8 DISCRIPTION • UND)ATE DBSCBIPIION �L - u r S h 1 VB•ANNEALED GLASS ---_-._1 31 HC-059-1 2 VENT SWEEP LATCH D(E CAST METAL WINDOW FRAME NOTE: Y 2 aC90•PLASTIC D/TERLAYER © PERIMETER 32 L-8830 %Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM r _ sarLEx PVB by SEALANT 1.ALL STEEL IN CONTACT WITH 4 '^ 1/13'AA'NEAlEO RATS =_'-_-' C..tnnn McMl..I ca EXTERIOR ALUM.TO BE PAINTED OR PLATED. 33 ■ 2 LAMINATED GLASS See DetOR9 8 LH of sheat 9 w y$ o a 4 )/4-INSMATED AR SPACC =-'--' 2.METAL STRUCTURES: 34 ■ AS REDID. GLAZING SILICONE Sea DetoOs 2 L.H.of sheet 9 e GTgi 9 .1/13'ANNEALED BASS ON ) 0]� A)STEEL; A.w 3fi KSI MIN. 35 OPTIONAL AS REG'D. COLONIAL FALSE MUNTIN ALUMINUM o u v INSUUTED LAMINATED CUSS COMPOSITION TYPE C (STEEL 18 GA MIN.THICK-0.048') z B)ALuuIH1fY:6063-T5 YIN. 36 SM-5504 AS REO-D. .A(NT SEALANT IT6Y CAA53 D6GOPI10X. DETAIL GIDNAIB DESCRItT10N (ALLAN.0.076'MIN.THICK) 37 AS REO'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL ? €B q 1 1/8•ANNEALED MASS O 3 2 MOW PLASTIC INTERLAYER © E 1 METAL STRUCTURE ATTACHMENT DETAIL .m 7 1/B•ANNEALED BASS ------___- -f�BDTACITE PVI)by _ 17 Klreray A+wrka,fne. a 1/4•INSL'NTED AIR SPACE 5 I/B'ANNEALED MASS(0 N �'+' S• y y\ F.•, INSULATED LAMINATED GLASS COMPOSITION TYPE G htiOJ°,••°"° "•j��,n".".., tTd CIAA9 oecelPnoN DETAIL IAttINA7E DESWMION v. F'•.'�, 1 IIB')EAT-STRETSHTENED MASS _ ___._ Uj r° __1 PRODUCT RfiVLSED w :q C4 •)C, E 0.090'PLASTIC INTERLAYER © Yr as cmOPIyMH NVDbiLc Flciida ,� Hr�--l: g BUTACITE PV8 by Buiid' Ovde •.A U! 7 1/8'NEAT-IfRENNJCAiTENEO GLASS _ it lmaruy a.eriFA.Irc. �QLO TJO � TJ O W M 1/Y INSLLATED AIR SPACE -= - J1 A Deft, d� • :�,2 Ul 5 1/8'ANNEALED MASS(-I ) ww• o •� C.)VINDOW%WITH GLASS TYPES•A,C,OR G'INSTALLED ABOVE 3OFT. By a •°•°• DI TME HVHZ,THE I.G.EXTERIOR LITE SHALL BE TEMPERED. M10Ofl Pfod6cl• & �d A' dddd#silf1 W GLAZING _DETAILS AND OPTIONS o it FRAME HEAD FRAME FIXED JAMS SILL TRACK FRAMF.twe L-77703 "' L-77701 L8702 -8 ` O t1 0 •\ FRAME TE1P CQRN£R C a A93 \ 0 C PA 43 A 0 a.. Sao SILL RETAINING CLIP T v Q ¢ A6g L-8705 '� _ =o a G OE'EM1E.F1Fa0 o a .0 C j T 4 vExS mr,nntL m e a 2 ..3 m tA39 FEAMP JAM at o w FRAME SILL - FRAME'VENT JAMB z L-88701 L-8703 1.466 Ad2 w S a .734 -- Q -RpME BOOM CORNER t U ti d 3! $ -- I VENT TO�QR ¢ v� d ...P.974 VENT SPRING LATCH. \ rni. .. N 1 A62 L-7539 �,� \� N o a o O eb43 Z I r •�' O {�Ua�G1 Lm '\ W 'rt:nTJ.AGk Rin. p,, I VENT INTERLOCK RAIL FIXED MEETING"RAIL LL-7704 VENT TOP/BOTTOM RAIL L-7707 ( 7705 O A62 vrxt sonoM n j FRAME SILL ( MEETING RAIL FReM nt 'cot s .? 8 A62 �—'^ i VENT 30YTOM CORNER o � iL\o V14 2 d a M2 urs ` i FRAME & SASH CORNER ASSEMBLY DETAILS urs � m 4 VENT JAMB RAIL LIB ANCHOR CUP GLAZING BEAD SILL ADAPTER RISER ,t,`II1e�9:,rpyy, L-770$ ! /nl L-7711 L-870$ 4 j 32 GLAZING BEAD . a L-7706 18 20 • trj td.r3•".' ,583 A94 1 '� PRODUCT REVISED fl as complYfRBwfithihe Fq>ride � •'�' � _ �y�,��. gsq L?AO Pr.'pisOtim pate � •- �%•'�J Minm q ani ail4t�r�� I �.# •773--� .779 4 A38 P7 E a I i t S Planning&Development Services Department Building&Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982–(772)462-1553 Certification for Design Load Compliance Project Name: WINDOW OPENING Project Address: 709 EASY ST Permit#: Occupancy Type: R Construction Type: V INSTRUCTIONS FOR USE: •This certification must be completed,signed,and sealed by the design professional of record. •Submit(2)copies for residential,(3)copies for commercial with all permit applications involving the following: o New Residences(single or multi-family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. *Note:Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official.Contact the#above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED:(complete all that apply) 1.DESIGN CODE:Florida_Building_Code 2017 Edition with 20 Supplements using ASCE 7-10 2.Structure Designed as(check one): X Enclosed _Partially Enclosed Open 3.Risk Category:_1 X II 111 IV Exposure Category: —B X C D 4.Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Width: 5 ft S.Mean Roof Height: 15.3 ft Roof Pitch: s :12 Parapet: N/A ft 6.Components&Gadding Design Pressures Used:(PSF,based on 10sgft @ 15'MRH,clearly label on all plan openings): Zone 1: 20.6 Zone 2: 20.6 Zone 3: 20.6 Zone 4: 35'8 Zone 5: 35.8 Garage: N/A -32.7 -57.0 -84.2 -38.8 -47.9 N/A 7.Design Loads:Floor: N/A PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony:. N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF/CONCENTRATED 8.Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not: 9.Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not: 10.Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that,to the best of my knowledge and belief,the attached plans&specifications have been designed to comply with the applicable:structural portions of the building codes currently adopted and enforced by St.Lucie County,!al�sla EeKotl lt<struttural elements depicted on these plans provide adequate resistance to the design Paul Welch P.E. 29945 / 5115 Print Name Cert#&Co.Cert Auth. Paul Welch Inc. Sigoai re'Date,and Seal ` ' 1984 S.W.Biltmore St.Suite#114 Port St. Lucie,FL .b C, r,ra' •.:• .}r,-: " ....... Company Name&Address SLCCU\Li-orm;#iU20-12Re�tisetl:3/15/12(J5) :tea, •_