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BP-04-1402Iem# Part# Deaerlpmn Vector 1 18031 Mb R., SH, w1FIgP 0, Head Minn 2 318031 ken Fr., SH, wing, PVC, SI !Akron 3 1.8031 1.618 R., 8H, w/Fp, PVC, L.2b. Mon 4 1+8031 Wert Fr, 84, w ' P/C, R .b. Mk= 8.1878 58084 88013 5.8014 >eptaot Haler track teraebead San. Adapt, w /t4lb, PVC Sam. Adapt, PVC FD® SASH P3833 P-3113 888 1 /' ::.:. Fastener 1188 6B' Cord FH1Bt, Wte. seen, s.. Cep Rug. ' Hale Sim Rex 662 Set. llk,85l g 18 * WO" 112' 718' Li (3/18%. -7/1- = r A. 7B' b (3/16'A.- 7/18'SGPA.? tax 314' Ph FH'IBC Screw ` ;... PVC 5.1088 S•1112 88005 P•3218 heat Catch, Head Rerdercerrent, H nbfor -1577 Artn-8t Screen Irwin 8 e 10 11 12 19 14 16 44 P3228 Screen Spine 45 P4033 Screen Spring 48 P-3020 Screen Rd tab 41 P9433 143trrelt, TruSeal, •H TruSeal 1 4' s I FRAME IMPACT HOOK -1577 ALUMINUM 6063 -T6 31/8' 211/18' PVC FRAME FLANGE -6031 PVC SASH BTM. RAIL -6028 HEAVY DUTY MEETING RAIL -1681 ALUMINUM 6063 -T6 � 3n8' 15/115* Ci 1/18' REINF. SASH RAIL -1699 ALUMINUM 6063 -T6 1 6/8' 1311 PVC SASH MTG. RAIL -6027 PVC SASH SIDE/BTM RAIL -6004 REINF. S.B.RJS.S.R. -1498 ALUMINUM 6063 -T6 1 118'x{ PVC SCREEN CATCH - 6013 PVC SCREEN SUPPORT - 6014 114' r I 7a. Ins• PVC GLAZEBEAD -6064 - 3/3,4 , / PROPRIETARY AND CONFUNTIAL THE INFORMATION CONTAINED IN MS DRAWING IS THE 801E PROPERIYOF CUSTOM WINDOW SYSTEMS. INC. ANY REPf O,UC11O4 IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSCN OF CUSTOM WINDOW SYSTEMS, INC. 13 PRCHI31'ED. tn8' 1/18' 111 8" L im 1118' REINF. SASH MTG. RAIL -1497 ALUMINUM 6063 -T6 .. {+I1F21 16. SCREW SUPPORT -3113 LUCAS A. TURNER, FL P.E NO. 58201 1518' 9 ERF.3: 8200 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 MDD°= HORIZ. SLIDER SCALE: NTS REV. LETTER: FRAME CORNER CONSTRUCTION FD0ED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1 114' 3/8" ROLLER TRK 1678 e' ALUMINUM 6063 -T6 1171E EXTRUSIONS / S.O.M.- LARGE MISSILE IMPACT 7RAWN SY: AAA BATE: 11/8/2008 DWG. NO.: CWS -399 MEET: 5 OF 6 EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER RY SCREW BACKED WASHER SUPPORT. WINDOW FRAME PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS • •a • p • •I ► • & ► • • • • c • . • ► • • •• •• •► • ►' ► .a•p••a•• .• CONCRETEMASONRY BY OTHERS CONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS • • • •• • • ► • a. • p• •p • ►• • ►• ►• •••• A• • • s. DIA. RENE REW ® VERTICAL SECTION FRAME (MASONRY) CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETFJMASONRY BY OTHERS INSTALLATION ANCHOR, 3/16° DIA MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. 1 BY WOOD BY OTHERS BUCK CAULK UNDER SCREW HEAD BY INSTALLER CAULK UNDER SCREW HEAD BY INSTALLER DRYWALL BY OTHERS 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) INSTALLATION ANCHOR, 3/16' DIA MASONRY SCREW W/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 1/4' MAX SHIM (SEE NOTE 2 &3ON SHT. 2) CONCRETE/MASONRY BY OTHERS SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS DRYWALL BY OTHERS IL r r • • 4 . 4 .e 44. 4; 1C EXTERIOR FINISH PERIMETER CAUL B RS K BY INSTALLER EXTERIOR FINISH BY OTHERS /E HORIZONTAL SECTION 61 FRAME (MASONRY) WINDOW FRAME PERIMETER CAULK BY INSTALLER 1 BY WOOD BUCK BY OTHERS 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME JAMB NA C FR AME (6AASONRY) 7 /3/ 0 1 PROPRISTARYAND CONFIDENTIAL THE INFORMATION CONTAINED IN 11118 DRAWING IS THE SOLE PROPERTYOF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROM 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME JAMB INSTALLATION ANCHOR, 3/18' DIA. MASONRY SCREW WMEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK SCREW HEAD BY INSTALLER r 1/4' MAX SHIM (SEE NOTE 2 &3 ON SHT. 2) LUCAS A. TURNER, FL. P.E NO. 68201 s (MIN. EMBEDMENT) DRYWALL BY ' d' OTHERS ' 1NSTALLATIONANCHOR, • #10 WOOD ANCHOR W/ NEOPRENE BACKED • • WASHER THRU SCREW � SUPPORT. 2 BY WOOD BUCK BY OTHERS PERIMETER CAULK BY INSTALLER CAULK BETWEEN BUCK EXTERIOR FINISH AND OPENING BY OTHERS BY OTHERS /FD HORIZONTAL SECTION ULI FRAME (WOOD) llllUllllllllllllll �! • ,��Gpr+'.•v�GE1V•q�y yiT WINDOW SYSTEMS v s� No 58201 . 9 : 1900 SW 44Th AVE. : *? E, s OCALA, FLORIDA 34474 ▪ • 'k C TITLE INSTALLATION THRU FRAME DETAIL • LARGE MISSILE IMPACT ▪ 'a : ar C -a, •t STATE OF ,�1 hERIE8 8200 ,+r,, ��NA a,,, ' AD0EL: HORIZ SLIDER ] RAWN BY: AA J SCALE: NTSS REV. LETTER: ^ 11/6/2008 T WO NO4 CWS -399 S HEET 6OF6 Mean Roof Her DESIGN PRESSURES (PSF) - Zone 5 15 20 Tributary Area Sq Ft) 40 45 50 25 30 35 -492 +452 -622 -59.8 -58.0 -56.7 -55.6 -54.6 - 53.8 -53.1 -52.5 -49.0 +45.0 +46 +452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 1611 -63.1 -60.6 - 58.8 -57.5 - 56.3 -55.4 -54.6 -53.9 -53.2 3 -50.0 .49.5 -4 +45.8 +45.3 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 18 ft -64.6 +48,3 -62.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44.8 -58.8 +44,3 -55.9 5.9 +43.9 - 554.5 -55.2 +43.6 5 +432 20 ft -66.1 +49.4 -63.5 +48.1 -61.6 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44,9 - 56.4 +44.5 -55.8 +442 22 ft -67.4 +50.4 - 64.8 +49.0 -62.9 +48.1 51.4 +47.4 -602 +46.8 -592 +48.3 -58.4 +45.8 57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 - 66.0 +49.9 - 84.1 +49.0 -62.6 +482 - 61.4 +47.6 -60.3 +47.1 - 59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -69.8 +52.2 -67.1 +50.8 -65.1 +49.8 -63.6 +49,1 -62.4 +48.4 -61.4: +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 -682 +51.6 - 862 +50.6 -64.6 +49.8 53.4 +492 -62.3. +48,7 -61.4 +482 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -692 +52.3 -67.1 +51.3 -65.6 +50.6 -84.3 +49.9 -63.2 +49.4 -82.3 +45.9 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 +54,5 -70.1 +53.1 -88.1 +52.0 56.5 +51.3 -85.2 +50.6 -64,1, +60.1 -63.1 +49.8 -62.3 +49.2 -61.6 +48.8 34 ft -73.9 +552 -71.0 +53.7 -68.9 +52.7 -67.3 +51.9 -66.0 +51.3 -64,9 +50.7 -64.0 +502 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 +55,9 -71.9 +54.4 59.8 +53.3 -68.1 +52.5 -6S 8 +51.9 -65.7 +51.3 -64.7 +50.8 -63.9 +50.4 53.1 +50.0 38 ft -75.7 +56,5 -72.7 +55.0 -70.6 +54.0 -68.9 +53.1 -67.6 +52.5 - 66.5 +51.9 - 65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.8 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -67.2 +52.5 -662 +52.0 - 65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -742 +562 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +52,1 -652 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -66.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +562 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -682 +53.5 57.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 59.8 +54.5 -68.8 +54.0 57.9 +53.6 -67.1 +53.1 50 ft -802 -77.0 -74.8 -73.0 -71.6 -70.4 - 89.4 -68.5 -67.6 +59.9 +58.3 +572 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 52 ft -80.8 -77.6 -75.4 -73.6 -722 -71.0 -69.9 -69.0 8 52 +80.4 +58.8 +57.6 +58.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -74.2 +572 -72.8 +56,5 -71,6 +55,9 -70,5 +55.4 59.6 +54,9 -68.7 +54,5 58 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71,0 +55.8 - 70.1 +55.3 -89.3 +54.9 60 ft -83.3 -80.0 -77.7 -75.9 -74.4 -732 -72.1 -71.1 -70.3 +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 15, 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 -50.4 +46.5 -492 +452 -48.3 +44.4 47.6 +43.7 -47.1 -46.6 +43.1 +423 -462 +42.3 45.9 +41.9 -45.5 +41.6 18 ft +47.1 -49.8 +45.9 -49.0 +45.0 -48.3 +44.3 -47.7 -47.3 +43,7 +43,3 - 46.8 +42.9 -48.5 +42.5 6 42 +422 18 ft -52.4 +48,3 -51.1 +47.0 -502 +48.1 -49.5 +45.4 48.9 -48.4 +44.8 +44.3 -48.0 +43.9 -47.7 +43.6 -47.3 +432 20 ft -53.5 +49.4 -52.2 +48.1 1.3 -51.3 +47.1 - 50.6 +48.4 -50.0 .49.5 -4 +45.8 +45.3 -49.1 +44.9r -48.7 +44.5 48.4 +44.2 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 0.5 - 51.0 -50.5 +46.8 +46.3 - 5 0:1 +45.8 49.7 +45.4 49.4 +45.1 24 ft -55.6 +51.3 -54.3 +49.9 -53.3 +49.0 52.6 +482 -52.0 -51.5 +47.6 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 26 ft -56.6 +52.2 -552 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 -52.3 +48.4 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 +53.0 -58.1 +51.6 -55.1 +50.6 - 54.3 +49.8 -53.7 -53.2 +49.2 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 58.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 - 53.9 +49.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 -58.7 +52.0 -55.9 +51.3 - 552 -54.7 +50.6 +50.1 -542 +49.6 -53.8 +492 -53.4 +48.8 34 ft -59.9 +55.2 -58.4 +53.7 -57.4 +52.7 -56.6 +51.9 -55.9 55.4 +51.3 +50.7 -54.9 +502 - 54.5 +49.8 -54.1 +49.4 36 R 50.6 +55.9 -59.1 +54.4 -58.1 +53.3 -57.3 +52.5 56.6 -58.1 +51.9 +51.3 55.6 +50.8 55.1 +50.4 -54.8 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 57.3 -56.7 +52.5 +51.9 -582 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 59.4 +54,5 -58.6 +53.7 -57.9 -57.3 +53.0 +52.5 - 56.8 +52.0 .56,4 +51.5 -56.0 +51:1 42 R -62.6 +573 -61.1 +56.2 -60.0 +55.1 -59.2 +54.3 -58.5 -57.9 +53.6 +53.0 57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft 532 +58.3 -61.7 +56.7 -60.6 +55,7 -59.7 +54.8 59.1 -58.5 +54.1 +53,5 -58.0 +53.0 -57.5 +526 57.1 +522 46 ft -63.8 (58.8 -621 • +5 012 458. -80.3 +55.3 59.8 -59.0 0 +54, +54,0 -585 +53.5 - 58.1 +53.1 -57.7 +52.7 •..• • • ft •64.4 159.4 -62.8 +4721 -81.7 4A,_ -80.8 • +55.8 -69.1 459.6 455.1 454.5 - 59.0 +54.0 -58.6 +53.6 -582 +53.1 • •50 • R 1 • •84.9 +59.9 -634 4 +58.3. 6662 +57.2 51.4 • +56.3 : -60.7 •60.1 = 45:1 -59.5 54.5 -59.1 +54.0 -58.7 +53.6 • 059 ti • - 65.5 +60.4 -63.9 +.!8. -62.8 43/4 -61.9 +58.8. •4 55.0 51 -60.6 496. .455.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 • • L • .. • .005 .88.0 - 86.5 x+61.3 -96.4 +59,4 -94.9 +59!/ -68,3 4-18.1 -83,7 498.5 -62.4 • +572 -62.9 • +57.7 0844 .46 1 . 0 +56.5 +55.9 • 8 4 L -1 • •61.5 46619 • +56.3 -60.5 +55.4 -61.0 +55.8 -60.1 +54.9 -80.5 +55.3 -59.6 +54.5 -60.1 +54.9 58 ft 60 ft •87.5 +822 - 65.8• +60,6� -64,7 ,g19.4 -63.8 +58.5 4604 • .62.4 +97.8 +57.1 -61.9 +56.6 -61.4 +56.1 -61.0 +55.7 03/02/2009 - 5:01pm troyb • 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES • • • • • • 8 RrM Ttis 11IIT issue REVISE FOR 07 FBC r -o F:103 Elements \10 Loading V11 Calculators\ASCE 7 -05\_FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg DRWN CL TSB CHKD FLB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT 15 THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALDATE OUR CE CATION (EXTERIOR ZONE 5 PRESSURES; 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: L THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1,0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI =+/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALIT( FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER,' BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. I ® 1 I� ELEVATION 1 WALL ZONE FIGURES ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #8886 MRH =O -609 BASED ON Kd =0 35 SEE TABLE NOTES FOR ALT Kd PEAK ROOF HEIGHT MEAN ROOF HEIGHT ooNA C1j51 QMER NAM +Zoa,.,d �e 12.33 ir �r 9 R u..BER 21-R MOA FL 1007 -¢3 to coo) H _LQ Nc FL 88q -Ci (tc,1\ 7- L 53c5o'lq TOM 'E onr•®- lirssgser•sac me=witt .AIMAtzernimmlimaSta I „V_ ASUKISA7 I CL17�: . a mcr+wnc Mau' t- Rizsi `v E■=. 11 1 riorwmpr... 16 " NMI CD ■■■M■ MINN m..�. � C ..t3k- 14.1kl*N7.�1;._[fii1��L� ■11 IlletiNIIIMIll i ili.m ii�■i iie Nis ..�i�: A. ■ • r .Yi LSAIINMIMIIMre'idN'ZkaI4MEIIIMIIIIL.Ik-:..i.-nl•IIIIINIMIIIIII• _ ming MIll 11111111111M1111111111111 E11111111 III. 1 EN a. _... 7.m.... sion."3„.................—. ......3 Is itorahumommomml MIAMI Mg �. IP. ■■■■■■ ■ ■r ■L. EiilM . v�_....�ii�� r .MAIM l�:�Irf� LLli A ®11111M �NIllIIl 11111 w' / •• •r• • • • •• NINIMINIMIMIIIMMINI NU_ IC t MI L_ .... ....•. . �l�Jll�1. ■ .��., .... . • • • • • • • _t_.... ••• • • • • • • • • • • • • •• • -two t.tOA FL. o9- odz8.07 (t ic4 b)• *II ram a7- Ocazg. to ins) • • • • • • • • • • • •_ • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • t MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) NAS Unlimited Doors, LLC 2450 Palm Avenue Street Hialeah, Fl. 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 "HI- TECH" OutSwing Steel Entrance Doors - Impact APPROVAL DOCUMENT: Drawing No. W08-73 titled "Series "HI- TECH" OutSwing Entrance Door" Sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 08 -11 -08 and last revised on July 02, 2009, signed and sealed by Arshad Viqar, P. E. bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Max. height of the door with Wood veneer is limited to 100" and Decorative Steel is limited to 83 ". LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Yongkang, Zhejiang, China 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 tieuser byeth: manufacture= pr its distributors and shall be available for inspection at the job site at the request dJ;the i jil ' ; i bficiel • • • • • • •. • This NOA consists of this page 1 and evidence page E -1, as well as approval ctocumei t i!iefitioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • • • • •• •• • • • • • • • ••• • • • • ••• • • • •• • MLAMI -DADE COUNTY, FLORIDA _ METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1%3 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/Buildingcode • • •• • • • • • • •• • • • •• _ • • • • • • • • • • • ••• • Expiration 4 Approval Date: July 22, 2009 • • • • • • • • ' •• • • Page l •• • • • • • • • • • • • • • •• •• • • ••• • • NAS Unlimited Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No. W08 -73 titled "Series "HI- TECH" OutSwing Entrance Door" Sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 08 -11 -08 and last revised on July 02, 2009, signed and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC TAS 202 -94 2) Uniform Static Air Pressure Test Loading per FBCTAS 202 -94 3) Water Resistance Test, per FBC TAS 202 -94 4) Forced Entry Resistance Test, per FBC TAS 202 -94 5) Large Missile Impact Test, FBC TAS 201 -94 6) Cyclic Loading Test, per FBC TAS 203 -94 Along with installation diagram of double outswing steel doors, marked -up by Fenestration Testing Laboratories, Inc. Test Reports Nos. FTL 5478 (FTL07190), dated 01/26/09 and FTL 5656 (F1'L08090) dated 01/27/09, both signed and sealed by Carlos Rionda, P.E. C. CALCULATIONS: 1. Anchor calculations and structural analysis per FBC 2007, prepared by Al- Farooq Corporation, dated 10/09/08, signed and sealed by Dr. Humayuon Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Tensile Test report No. FTL5478, Tests #1, 2 & 3 dated 01 -26 -09 per ASTM A- 370-05 for steel face sheet, prepared by Fenestration Testing laboratory, signed and sealed by Carlos Rionda, P.E. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated July 01, 2009, prepared by Al- Farooq Corporation, signed and sealed by Arshad Viqar, P.E. 2. Statement letter of conformance and no financial interest, dated September 23, 2008, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Laboratory Compliance statement issued as part of test report. G. OTHER 1. Test proposal # 07 -3338, 07 -3338 R and 07- 03338R -1, dated 06/05/08, approved by BCCO. •••••••• • • •• 2. Distribution agreement between NAS Unlimited. ool;1L a t114 • •• ••• •• • • • •• manufacturer, China. t. • • •' • • ••• ••• I•.4hag1•Chanda,P.E. ' • • • • $rgdurt c antsol Examiner ••• r i ••• • 09- 0128.07 Expiration Date: July 22, 2014 Approval Date: July 22, 2009 E -1 ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'XVR ,96 1H513H 31Wtl.i { 1 l I 1H013H 3e33 •\ • 1 \ 1/ \ j. • \ / _ . \ / . / N. / •••• • e • • • •• • • •• • • •••• • • • • • • • •••• • • • • • • • •• •• • •� SE ES HI— 4,I OIUTSWING DOOR$ DECOAATIVL WOOD VIER* •• 'PITH Di00 14'IVE STEEL SSU FACE 90n ARE APPRNIES i0R INSTALLACON6S s HERE • WA INFILTRATION RESISTANCE IS REOUIRED. • • : . 1141t � RIs IIRODUCT H sE!N DESIGNE* •4YD WETTED TO COMPLY WITH THE • REQUIREMENTS eF IIh!� FLORIDA BUILDING CODE 2007 EDITION INCLUDING • HIGH VELOCITY HUI ZONE (HVHi). • • • 2BY WQQdD% 5(S BY OTHER*, MUSTBE ANCHORED PROPERLY TO • • • 1t1 • ER TRANSFER LOAE)5 =IiE•STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF 2007 FLORIDA BLOC. CODE SECTION 2003.8.4. GLUED ON WOOD OR PVC VENEER OPTIONAL SEE SHEET 6 FOR HINGE OPTIONS 40 1/4' MAX. FRAME WIDTH 18" MAX. HEAD /SILL CORNERS (x) GLUED ON WOOD OR PVC VENEER OPTIONAL HEAD /SILL II � CORNERS I "1 1 I L / / \ \ EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING / ACTIVE 1 1 38 1/2" MAX. LEAF WIDTH MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN OR SMALLER — 80.0 PSF AS UNITED BY CODE) DOORS WITH WOOD VENEER 76' MAX. FRAME WIDTH 9 JUL 0 2 ZU09 E'v AR5HAD WOAR CWIL FLA. PE O 38883 CAN. 3538 / / / / ri Appiond as MR* Wiling C ade tIi w 1064_,. o � y o1y 2 � g ? � m p � 9 NOM .IIBds Prodnef"Conp 8 THESE DOORS ARE RATEO.FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. N F T 1 7 1, La drawing no. t W08 -73 leheef 7 • • • • • • • • • • • : • • •• 8 •• • • • • 4000* • • 00 • • •0 • • • •••• • • • • ••• • • • • • • •• .0 • • • • • ••• • • 0 •• • • •• •• • • •• •• • •••• • • • • 0 • • • • • • • •••• • • • •••• GLUED ON WOOD OR PVC VENEER-. OPTIONAL SEE SHEET 6 •••• FOR HINGE OPTIONS • • • (C1) 40 1/4" MAX. HEAD/SILL „A 1 CORNERS I I FRAME WIDTH / / ACTP/E 36 1/2" MAX. LEAF WIDTH 5 4 GLUED 014 WOOD OR PVC VENEER OPTIONAL 18" MAX. HEN)/SL CORNERS 38 1/2" MAX. LEAF WIDTH st, AcrivE (X) (XX) MAXIMUM DESIGN LOAD RATING .= + 70.0 PSF (FOR S42ES SHOWN OR SMAU_ER — 80.0 PSF As Immo BY Com) DOORS WITH DECORATIVE STEEL SURFACE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 76" MAX. FRAME MOTH 9" I 1 env ARSHAD woAR GNI FLA. PE 1.38883 C.A.N. 3538 7 JUL 0 2 200g / / / INACTIVE / 1 / Appmnal as complying wig, Florida ButithIg Cads Hat MO‘Ni 240* NOM Fn —ell 2-vs AThatilDadoProducted (z p 0 Pth re 0 g O a 0 t 0 E . on—ca 0 r ag ,-- 461 8i 6 th 2, 1 drawing 0 0 4, 2 .1 no. I W08-73 sheet 2 of 7) • • • • • • • • • • • • • 8••• • 8••• • • • • • • • • • • 1X4 WOOD B CK B.G. m 0.55 EMBEDED IN EXPANDING FOAM OR SILICONE 18Y WOOD BUCK A a 0 z W y F ••• • • •• ••• • ••• • •• • • • • • •• ••• ••• DOORS 19ITII WOOD COVER • • • • • •• •••• •• 0• • 1 •• 1' 8•• g •/• • •o•• • • II • • • • • • • • a A TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE SHEET 4 FOR LOCATION n ° v " a TYPICAL `ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING e • 0 a" Li 1 1 - i 1 -1/8" X 3 -1/2" WOOD BUCK S.G. . 0.55 EMBEDED IN EXPANDING FOAM OR SILICONE STEEL PLATE SPOT WELDED TO FRAME a • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DOORS WITH DECORATIVE STEEL SURFACE STEEL TO BE STANLES5 OR PAINTED CARBON STEEL TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING CONCRETE Fe 3000 PS1 MIN. MASONRY I'm - 2000 PSI MIN. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING I.II� I TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY NAS UNLIMITED MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSi. Fy =155 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2 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 -1/4 MIN. EMBED INTO CONC. OR MASONRY 1114 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8 ") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. Enos ARSHAD VIGAR CIVIL FL. PE / 38883 C.A.N. 3538 JUL 0 2 2009 METAL STRUCTURE MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA g N Approved as camplyln8 wI111 tia DOA � u%12_712.4Y1, 4 Nom Mrarl—(.1:4 I a P 0 n 10 1 ( drawing no. ) l W08 -731 sheet 3 of 7J • • *TYPICAL ANCHORS •••••LEE ELEV. FOR SPACING 3/8" MAX. SHI TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WIDTH SINGLE (X) DOORS WITH WOOD COVER • • LEAF WIDTH •••• 40 1/2" MAX. •, •••• • • • • • •• • • •• • • • • •••• • • • • •••• FRAME WIDTH SINGLE (X) DOORS WITH DECORATIVE STEEL SURFACE 3/8" MAX. SHIM 2 .,WOOD BUCK WOOD�.STRUCTy E 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 -i/8" X 3 -1/2" W000 BUCK S.C. 0.55 EMBEDEO IN EXPANDING FOAM OR SILICONE DOOR LEAF WITH WOOD COVER REINFORCING CHANNEL LOCATIONS Engel ARSHAD VWAR civil. NAPE/L:30883 CAN. 3838 JUL 0 2 2009 Appovad as Complying with 1n� Flmdda Bidding Coda NOM Ehl 1L 2 n4ro/ S�t1"� F CI,4S • c c 0 0 G D 0 1 va I j � g 9 n a Li * I : ra i 4 t ' I i dwing no. W08 -73 sheet 4 7 1 eit BUILDING PERMIT APPLICATI FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address 1 A// `® Z 7 City tfanl( $7104 I'• State Tenant/Lessee Name Job Address (where the work is being done) City 1Vfiami Shores Village Is Building Historically Designated YES $ Value of Work For this Permit f 4O Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 E IO County Miami -Dade NO Contractor's Company Name OA g prO rNN' ,62‘0rH r Phone # Yoc- fop " /2? r Contractor's Address . .St 0 Al • / /S'c /1f ,4 , e/ ('M M/r/ f/�" City /7/4/1/ State f4 Zip 3 3 / 69 Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # a a� Type of Work: ❑ Addition ❑Alteration ❑New Lt'f Repair/Replace 0 Demolition e Describe Work: /1 E/ #/4. 6 �6� *** * ** *** * ** ** * ** *** *** * * * * *F ** *, , *****a**** *** * * *** * * **** Submittal Fee $ Permit Fee $ 0 - Notary $ 5 Training/Education Fee $ Scanning $ Radon $ Zoning Code Enforcement $ `'' Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Permit No. 2i! "' ' , J Master Permit No. Plumbing Mechanical (Roofing) Phone # 3t, -. 7-:At - 1/2f/ Zip _,7/3 b� Phone # Square Footage Of Work: 1/4" & 1 CCF $ 0. � ° v coicc Technology Fee $ f . ' Zip 3.33 I3 Bond $ • •• • 1BY W000 BUCK TYPICAL ANCHORS E ELEV. • • • FQ SPACING • • 3/8" MAX. SHIM .° TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8" MAX. SHIM • C1 •• •• • • • • • • • •••• •••• • • • • • •••• •• • • •••• • • • • • •• • • •• • • • • •••• • • • • • DOUBLE (XX) DOORS WITH WOOD COVER DOUBLE (XX) DOORS WITH DECO' ._V_ L SU '. Approved as complying Florida Baling Cads wIWHa Date 7%,012-2 2ao9 NOM e..9— ■•*1 Oadotadaet Engr: ARSHAO VIQAR CML FtA. PE $ 38883 CA.N. 3538 JUL 0 2 2009 3/8" MAX. SHIM 2B# 51000 SUCK OR \ WOOD \STRUCT E 1/4" MAX. SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING L " i i 8 M u a o g -0g ff ,ac S 5 -i drawing no. W08 -73 (sheet 5 of 7 LOCKS; OPTION #1 ACTIVE I FAF MULTI POINT LOCK SYSTEM WITH THUMB TURN OPERATOR ON INTERIOR' KEY OPERATED ON EXTERIOR LOCATED AT 37 -1/4 FROM BOTTOM. FASTENED TO LEAF WIPH (8) 810 -24 1/2" FH MS METALLIC DEAD BOLT LOCK WITH THUMB OPERATOR ON INTERIOR AT 35 -1/4" FROM BOTTOM FASTENED TO LEAF WITH (8) 810 -24 X 1/2" FH MS 10 -3/16" LONG ST. STEEL STRIKE PLATE FACING DEAD 80LT LOCK AT 39" FROM BOTTOM FASTENED WITH (6) 3/16" RIVETS INACTIVE LFAF CONCEALED FLUSH BOLTS AT 4" AND 77 -1/2" FROM BOTTOM FASTENED WITH (2) 3/16" RIVETS. OPTION #2 ACTIVE LFAF MULTI POINT LOCK M WOH THUMB OPERATOR ON INTERIOR' KEY OPERATED LOCATED AT 38 -1/2" FROM BOTTOM. FASTENED TO LEAF WITH (4) 810 -32 X METALLIC DEAD 80LT LOCK WITH THUMB ON INTERIOR AT 36" FROM B0TT0M FASTENED TO LEAF WITH (8) 810 -24 X 10 -3/16" LONG ST. STEEL STRIKE PLATE FACING DEAD BOLT LOCK AT 39" FROM BOTTOM FASTENED WITH (6) 3/16 RIVETS INACTIVE I FAF CONCEALED FLUSH BOLTS AT 4" AND 77 -1/2" FROM BOTTOM FASTENED WITH (2) 3/18 RIVETS. HINGES: 0611014 At: •••• 138 THK. X 2 -3/1" LONE METALLIC TWO PIECE O CONCEALED HINGES, • • • • • • e •3•P(!R•LtAF FOR 100 FRAME HT. • • • ▪ 4 PER LLAF FOR 8c '((T.lE fg. • • ; 9 •••• • • • • • • • • • • • • •• •• • • • • • TURN ON EXTERIOR 3/8" FH MS OPERATOR 1/2" FH MS •• •• • • •• Ia •••• •• • • • • •••• •••• • • • . 90.10916.12; •••• •S LONG SURFACE !OUNT�WO•PLECE BUTT FENCES EAC • H FASTENED TO 0p0�0RR LEAF•AND • • • k • R #i0 1 22 ,}/,Q _FHHT MS (3) */SP, 4 PER LEAF FOR 83"�r / \ \ ACTIVE ACTIVE / / { / \\ ;7 ACTIVE \ / INACTIVE ACTIVE 0 INACTIVE 5/16" MS (4) PER HINGE 3/8" STEEL PIN MOUNTED TO A STEEL CRADLE WELDED TO FRAME STEEL LEAF .035" THK. MIN. #12-24 X 5/8" FH M5 (4) PER HINGE ITEM d 2 2A 3 3A 38 4 4A 5 6 7 7A 8 9 10 12 13 14 17 17A 18 19 20 21 22 23 24 25 26 PART 8 NAS -102 NAS -102 NAS -202 NA5 -103 NAS -303 NAS -204 NA5 -110 NAS -212 NAS -113 N45 -114 NAS -327 NAS -227 NAS -118 • RA5 -119 NAS -120 NAS -121 NAS -125 NAS -128 NAS -138 REQD. AS RECD. AS REOD. AS REOD. 4/ LEAF 4/ LEAF 2/ LEAF AS RE00. AS REOD. AS REOD. AS REOD. AS REOD. AS REOD. AS REOD. DESCRIPTION FRAME HEAD FRAME SILL ALT. FRAME SILL FRAME JAMB ALT. FRAME JAM8 ALT. FRAME JAMB ALT. FRAME JAMB TOP RAIL CHANNEL (FULL LENGTH) ALT. TOP RAIL CHANNEL (FULL LENGTH) TOP RA11. COVER (FULL LENGTH) BOTTOM RAIL CHANNEL (FULL LENGTH) BOTTOM RAIL COVER (FULL LENGTH) ALT. 801TOM RAIL COVER (FULL LENGTH) HINGE STILE COVER LOCK STILE COVER LEAF EXTERIOR & INTERIOR SHEET HONEYCOMB PAPER INSULATION MULTI POINT LOCK LOCK STRIKE PLATE LOCK HANDLE BUTT HINGES- .095 THK. CONCEALED HINGES- .138" THK. FLUSH BOLTS FRAME EXTERIOR W'STRIPPING FRAME INTERIOR W'STRIPPING JAMB EXTERIOR W'STRIPPING HEAD /SILL PLATE JAMB SHEAR STRAP DECORATIVE MOULDING REINFORCING CHANNELS LEAF W'STRIPPING MATERIAL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL EPDM EPDM EPDM STEEL STEEL STEEL VINYL MANF. /SUPPLIER /REMARKS ROLL FORMEO, MIN. Fy m 38.0 KSI ROLL FORMED. MIN. Fy 36.0 KSI ROLL FORMED, MIN. Fy m 38.0 KS1 ROLL FORMED, MIN. Fy m 36.0 K51 ROLL FORMED, MIN. Fy = 38.0 KSI ROLL FORMED, MIN. Fy m 38.0 K51 ROLL FORMED. MIN. Fy m 38.0 K51 MIN. THK .028 MIN. Fy 36.0 K9I WEATHERSEAL 8636 WEATHERSEAL WEATHERSEAL 8025 .072 X 3 -7/8" X FULL LENGTH W000 S.G. - 0.45 MIN. -..1 .893 I-- INACTIVE I EAF FLUSH SOLI Eno' A65HAO MQAR CIVIL FIA PE 8 { CAAN.. V ' JUL 0 2 2009 =mess eemPlyIng with th' /Tads Product COD z i 5 6 a E CC 0 7 q gh 5 040 — 1 E 8 drawing no. W08 -73 [sheet 6 of 7 .032 4.000 FRAME SILL FRAME JAMB .812 1.563 •••• • • • • ' 1848 • • • • •• • • • •(o•€• • 00 • • •• n BUTT HINGE •••• • • •••• • • • •• • •.095• •••• 5.068 4.000 �2) ALT. FRAME SILL 2.882 •• • •• ••• • ••• (� ALT. FRAME JAMB • •• • • • • • •• •• • 2.262 •••••• 2.593 J ALT. FRAME JAMB 3E 2.282 b -1.500 -- FRAME CONCEALED HINGE SUPPORT BRACKET .312 3c ALT. FRAME JAMB PANEL STEEL HINGE LEAF r - 2.122 - =.1 .035 L TOP RAIL CHANNEL AP Floridag gwtWtm 2.820 �� J� .312 . \'J . BOTTOM RAIL COVER .312 1 2.1 .035 I .448 4 - .759 ( 6 HINGE STILE COVER Engr: ARSHAO VIOAR ENE FAA PE 8 38883 CAN. 3538 JUL 0 2 OO9 2.327 .472 035 Eaa ALT. TOP RAIL CHANNEL .450 .535 [ 812 .035 1 2.520 II TOP RAIL COVER .035 2.122 .472 BOTTOM RAIL CHANNEL r- 2325--1 x .300 2�e : C .893 .599 p ALT. BOTTOM RAIL COVER 2.852 .035 .874 .430 () LOCK STILE COVER c g c iB r. 1I ' drawing no. W08 -73 (sheet 7 of 7 #�A% {iwti BCIS Home 1 Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge 1 Stets & Facts 1 Publications Product Approval USER: Public User Product Aoorovai Menu > product Or Aoolication Search > Limit > A pllcation Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL7067 -R3 ,leek 2007 Approved Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @cws.cc Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Iv Evaluation Report - Hardcopy Received Roberto Lomas FaC Staff 1 B05 Site Map 1 Links I Search PE -62514 Keystone Certifications, Inc. 12/31/2010 Steven M. Urlch=PE ••• • • • • • •• L Validation Choeckllst R • • • • • • • • • • • •• ••• •• • • • •• FL7067 R3 COI 5 0485A (Eval Rep HS -8200 Impact XO 74x54).pci • • • • •• • • • • • • • • • • Standard • • • • • ••• • ••• AAMA /101/I.S.2 -97 AAMA/WDMA/101/I.S.2/A440-05 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • le ••• • -• • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • Year 1997 2005 http://www.floridabuilding.org/pr/pr app dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 Summary of Products FL # Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 74x54, XO Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). Installation Instructions FL7067 R3 II CWS -157A (HS -8200 Impact).pdf FL7067 R3 II_DuPont PVB NOA 05 - 1208 02.2df FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510485A (Eval Rep HS - 8200 Impact XO 74x54).pdf (� 1 Created by Independent Third Party: Yes 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider, Impact, 111" x 63 ", I. XOX Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ - 60 Other: Large Missile, 111" x 63 ", XOX, +1- 60 psf. installation Instructions FL7Q67 R3 II CWS -232A (HS -8200 Itnpact XOX),pdf FL7067 R3 II DuPont PVB NOA 05-1208 02.pdf FL7067 R3 II DuPont SGP NOA 07- 1116- 04.pdf FL7067 R3 II Mikron NOA 06 - 1220 01.pdf Verifed By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 5104878 (Eval Rep HS -8200 Impact XOX 111x63).pdf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: +60/ Other: Large Missile, FMR. HVHZ: Yes HVHZ: Yes -60 72" x 63 ", DP = +/- 60 psf, Al. Installation Instructions FL7067 R3 II CWS -186A (HS -8200 Impact 72x63).pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510486A (Eval Rep HS- 8200Impac XO 72x63).pdf Creai • • Iiid pendent Third Party: Yes Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 12/19/2008 12/29/2008 01/08/2009 02/03/2009 Back • • • •hint„ • • • •• • • • •• DCA Admi•is • • • • • • • • • • • • •• • • • • • • • Department ofCo�tnfrnfItAAfaifi • • • • • • • Florida Budding ('jade It e : • • • • • • • • • Codes and Standards • • 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 • (850) 487 -1824, Fax (65(11411$8436 • • • • • • • • • •• • • • • • • i• • • • • • • • • • • • •• •• • • ••• • • • http: / /www.floridabuilding.org/pr /pr _ app _ dt1. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indidated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. NOTARY Sign: P Owner or Agent Contractor The foregoing ins ` u i ent was acknowledged before me this 6..n The foregoing instrument was acknowledged before me this day of , 20 by 11 .i. day of _ ,1 920 by who is personally known to me 8 4c3 -c)/ i who has produced My Commission E ,p * * * * * * * * * * ** * * ***** **** ** ***** *** *** *** **** ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** a� i u�** * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Zip Signature who is personally known to me or who has produced who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Yt,,,. Ginny H. one Q ; �` ` _ Commiss #DD323870 irmat* * * *tini a Expir� 7 y 2QQ�k�rrr **** ** *** *** * * * * * *** * * ********* ***tie *+rye * * * ** * * 'n'''' Atlantic Bonding Co., Inc. o % /v`/ My Commission Expires: OCT L1m— Plans Examiner Engineer Zoning © 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: BIbby :t��:4rPA.GY2ft. •• ••• • • • • • •• • • • • • •• ••• •• • • • ••• •• • • • •• • • • • • • • • •• • • • • • •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • •• • • http : / /www.floridabuilding,ora/pr /tDr app dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 -945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Product Line: 8200 PVC Horizontal Slider — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with the 2007 Florida Building Code. Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered comer construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -157 Revision A, dated 06/10/2008 sheet 1 of 8, titled 8200; PVC Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210- 3167 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.5 psf design pressure, 7.75 psf water infiltration TAS 203 -94 Cyclic Pressure Loading ±60.0 psf design pressure b) Report No.: NCTL 210- 3167 -113, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1886 -02 and ASTM E1996-02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, ±60.0 psf design pressure AAMA/NWWDA 101/1.S.2-97 Design Pressure: ±60 psf Water penetration resistance: 7.75 psf 3. Anchor calculations, report number 510153A, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±60 psf • Maximum unit size: 74° x 54° • Maximum Q.L.O.: 33 3/16' x 49 13/16" • Units must be glazed with' /" IGU consisting of outboard Iite 1/8° Ann — Air -5/16° laminated inboard lite consisting of: 1/8" Ann —.090° Dupont Butacite PVB interlayer— 1/8" Ann., per ASTM E 1300. • DuPont Butacite PVB interlayer per NOA 05- 1208.02 • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC per NOA 08- 1220.01 Installation: • Units must be installed in accordance with approval document, CWS -157 Revision A. Certification of independence: Please note that 1 don't have nor will acquire a financial interest in any compag� ma nufacturing or distributing the product(s) for which this report is being issued. Also, 1 don't hap nand! aor;uiire rtia=in tgst jn Iltnx suer entity involved in the approval process of the listed product(s,r • • •• • • •• • ▪ • - . 1 . !• ••• •• • • e ,, S r • Ax • .*111 = ! • • 1 of 1 Engineering Evaluation Report - Report No.: 510485A • • �� cEN s - g s • • e $r u & - * • • n ATE OF .4.7 . 1 . i • ..7 .. K . � • ? — ;' Luis R. Lomas, P.E. ��s 67: • tia 4 , FL No.: 82514 � /ttt ttitt % Ice. • • •0711 8• • _ar .. • ••• • • • • • • • • • • • • • • •• • • •• • •• • • • •• •• • • ••• • • • . • • • • • • • •• •• • • HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) • • • • • •• • •• •• • • •• • • • •• • • • • • •••• • • • •• •• • • • •••■ • • • •••• • • •••• • "O/X" & "X/O" MAX. SIZE .••. • • • Tarim pF CONTErtri • • ` • • • 'GENERAL NOI1666 ELEVATIONS_........._...1 e ° 4�.: ANCHOR SCHEDULE AND NOTES......r......2 _ DESIGN PRESSURES & GLAZING._ _..._.3 • a SECTIONS 8 ALT. FRAME....._.._..__......_._.4 EXTRUSIONS 8 BILL OFMATERIALS _......_5 T� p � �' I "' II _ INSTALLATION DETAILS__._.....__.._..... ..... 8-8 THE INFORMATION CONTAWED W THIS DRAWING CONRDENBA IS THE SOLE PROPERTYOP0 "'^C - . L rIQ WINDOWS STEMS. INC. ANY REPRODUCTION R. /PART OR AS A WHOLE W I OIP'RE, 4 , FL. P.E: WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. WC. IS PROHIBITED, • . _ •vC IMPACT REOUNREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: - 0/r OR 'X/0 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. 6. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 841 FOR ANCHOR DETAIL 6. SHUTTERS ARE NOT REQUIRED. 7. AU. FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: HORIZONTAL SLIDER 'OW, •X/O`. NCTL 210. 3187 -18, NCTL210- 3187 -1 8. SERIES / MODEL DESIGNATION HS -8200. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X • OPERABLE SASH. 0 = FIXED SASH 12. SECTION CALLOUTS FROM 0/X ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. WINDOW SYSTEMS 1900 S.W. 44TH AVENUE _ MAL& FLORIDA 34474 MISSILE IMPACT CWS -157 1 OF 8 NOTES: ti MAX (TYP)1 E MAX. MAX O.C. 1B: SEE NOTE 2 MAX O.C. Cr(?) 0 i X ANCHOR LAYOUT = (FI-ANGE1 THRU FFIAME a CLIP MASONRY OPENING) I/4STALLATION ANCHORS TYP. 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. •••• 12. SMM S REO9N IBACt fSET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE V4'. USE SHIMS I W1DINIREISPAGE GREATER THAN 1t1t! IS PRESENT. • •••• • • • J.4.9liD SHIMS SHALL BE CENSTRQCTED OF HIGH DENSITY PLASTIC OR Bt I 1 H. WOOD SHIMS ARE NOT ALLOWED. • •••• • 4.3116' DIA. ELCO TVCON MASONRY /WCHSRS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU 'FRAME OR TFIRU 1 BY WOOD BUCK•11111 A MINIMUM EDGE DISTANCE OF 2 12" SHALL SE ACHIEVED. •• •• • S • uppOD SCREW ANCHORS wok oP SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8' INTO 2 BY WOOD BUCK. • •G1 II8AMOOD SCRIM fiCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MW. EMBEDMENT OF 1 1/2' INTO 2 BY WOOD BUCK FOR FIN • INSTALLATION • • • • • • • *• • � : 8?. �� A: CORNERS i CTtI SMALL JOOIfMM SEALANT. • • 8T AIlILUNSTALLAVj/p 4CHORS MI MADE OF A CORROSION RESISTANT MATERIAL OR COATING. I �. NSTALLATION•�M�CHOi1S SHALE BE I RDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL • I IQ B USED IN q 1B WITH SMNGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATIOQ t, CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WRH THE FOLLOWING PROPERTIES: A. WOOD - MINIMMUMM SPECIFIC GRAVITY OF G.3.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0-90. GRADE N, TYPE 1 OR GREATER). PROPRIETARY AND CONROEMNL THE NPORIAATION CONTAINED IN TINS DRAWING IS THE SOLE PROPERTY OF CUSTOM WIDOW SY$TOIAS. NC. ANY REPRODUCTION 1 PART OR AS A WHOLE WITHOUT THE WRRTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. WC. IS PROHIBITED. Ammon FD � oP W - a NO. 62514 . x.yippow SYSTEMS -446T1 AVENUE FL CODA 34474 • INSTALLATION ANCHORS TYP, A UPDATED PER NEW FBC REQUIREMENTS ' 87/87/08 }1 SCHEDULE & NOTES - LARGE MISSILE ACT 7/15 • CWS -157 20F8 CO MMO D1TY SIZES (11P-11P) HEIGHT (11k1) WIDTH (IN)J GLASS TYPE 19 1/8 333/8 50 518 r j 26 A.B +60/ -60 +60/ -60 +60/ -60 +61 -60 281/2 A +60/ -60 +60/ -60 +60/ -60 +60/ -60 37 A,B +60/ -60 +601 -60 +60/ -60 +60/ -60 /8 • • A,B +60/ -60 +60/ -60 +60/ -60 +60 -60 ' 1 • II • • A,B +60/-60 +60/ -60 +60/ -60 i +60/ -60 WIDTH (IN) GLASS TYPE 17 7/8 27 1/2 29 1/2 31 1/2 • • • • • • • .81/C HOR1Z. 5110E UPDATED PER NEW FBC REQUIREMENTS 07/07/08 7/15/2008 • CWS -157 3 OF 8 24 3/4 351/2 A,B 391/2 A,B 41 1/2 A,B 431/2 A,B 47 1/2 51 1/2 74 •••• • • •••• • • •• •• • • • • • •••• •••• • • • • • • •••• • • •••• A,B +60-60 A,B +60/ -60 A,B +60/-60 A,B +60 /-60 A,B A,B A,B • • ■ • • • • ••• • • ••• • • •• • • • • •• •• • +601-60 +601 -60 +60/ -60 +60P'60 +60/-60 +60/ -60 +60/ -60 • • GLASS TYPE A 1/2" GLASS BITE 29 1/2 +60/ -60 +60/ -60 +60/ -60 +60/-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +601-60 +60/ -60 3/4' OVERALL 1/B' ANNEALED GLASS 5/16' AIR SPACE 5/16' LAMINATED 1/8' ANNEALED GLASS 3/32' DUPONT PVSINTERLAYER 1/8' ANNEALED GLASS MODULAR SUM (UNIT W1ND ®WV SUM 31 1/2 I 35 1/2 +60/ -60 1 460/-60 +60/ -60 1 +60/ -60 +60/ -60 1 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 GLASS TYPE B ETHGI1T(1N) 39 1/2 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/-60 +60/ -60 +60/-60 +60/ -60 112 0 61 S 411/2 +60/-60 +60/ -60 +60/ -60 +60/ -60 +601 -60 +60/ -60 +60/ -60 +60/ -60 +60/-60 +60/-60 +60/ -60 +60/ -60 3/4' OVERALL 118' TEMPERED GLASS 5/16' AIR SPACE 5/18' LAMINATED 1/8' ANNEALED GLASS 3/32'. DUPONT PV8INTEALAYER 118• ANNEALED GLASS 43 1/2 +60/-60 +60/ -60 +60/ -60 +60/ -60 +601-60 +60/ -60 +60/ -60 +60/ -60 +601 -60 460/ -60 +60/ -60 4 47 1/2 +60/-60 +60/ -60 +60 / -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/-60 +60 /-60 +60/-60 • PROPRIETARY AND TIAL s..... ; ?_ THE 8FORMATIC 4 CONTAINED IN TMs DRAWING IS me SOLE PROPERIYOF Q.L3TEER L ROBE WINDOW INC. SYSTEMS. ANY REPROPUCTK)N t1 PART OR AS A WHOLE WITHOUT 1HE o FL P.E. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, IBC. S PROHIBITED- - 54 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 NOTE: IF SIZE INTENDED IS NOT SHOWN USE NEXT LARGER SIZE. • Date Miami Shores Village `Paint Color Approval and Agreement Owner's Name � i /1' G lC Owner's Address City /1/g/7 f S State fi Signature Job Address (where the work is being done) 60d a®Z s � / 3 � City Miami Shores Village County Miami -Dade Zi p 3 Is Building Historically Designated YES NO Contractor's Company Name (if applicable) pet ifr l4 /f ff.fO l� ..rf Phone # 7AI IY7 - A 3 ? ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** All elements on the site must be listed and indicate the color to be painted Walls Fascia Drip Cap /drip Edge Flower bins Shutters Awnings Chimney Doors and door jams Garage doors Railings Fences Decorative metal All brick (simulated or regular) Stucco banding Any other stucco features Accessory Buildings Other ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * *** * ** OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. APPLICATION APPROVED BY: Owner or Agent Phone # 3 or- 7sy Zip Date 4 chc 6/18/03 ••• • • • • •••••• • • • t' 1 it' 43, -•i. •••• • • •• • • •••• • • • • •• • • •••• • • •••• • HCUT AWAY •• •• • • •• • • •••• • • •• • • • • • ® TYPICAL VERTICAL SECTION NOTE: SHOWS F 1 5 ED U T E CUT A W A Y r TE: ITEMS 22, 27, 29.36, 41, 42, 50, 53, AND 54 ARE USED BUT OT SHOWN FOR CLARITY. DETAIL C (HEAD IMPACT HOOKS) PROPRIETARY NM CONFIDENTIAL THE INTORMATION CONTAWED N THG DMWNO IS THE SOLE PROPERTY OF piSTc* WBNDOW SYSTEMS. UNC. ANY REPRODUCTION W PART DR AS A WHOLE • IURH1T THE WRITTEN PERAASSION OF CUSTOM WINDOW SYSTEMS. INC. ISPROWSRFD: '- DETAIL D (JAMB IMPACT HOOKS) OVERALL FLANGE WIDTH TYPICAL HORIZONTAL SECTION NOTE: LEFT SHOWS H>CED LITE CUT AWAY, R66HT SHOWS SASH CUT AWAY IMPACT HOOK SPACING: 1) JAMB HOOKS: A) S' FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT HEIGHT IS GREATER THAN OR EQUAL 10353/4'. 2) SASH CATCH: A) 2-4/2' FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT HEIGHT I5 GREATER THAN OR EQUAL TO 35 3(4'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4'. IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 8' FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4'. C) INNER HOOK 9 7/8' FROM EDGE OF MTG RAIL 2) SASH CATCH: A) 2.U2' 72' FROM SASH CORNER TO EDGE OF CATCH. 2) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO ST 3/4'. SASH AND FRAME HOOKS ME TO ALIGN WITHIN 1/4 ". A UPDATED PER NEW FBC REQUIREMENTS 107/07/08 EXTERIOR L*I� WINDOW SYSTEMS 900 S.W. 44TH AVENUE QCALA, FLORIDA 34474 •ECTIDN VIEWS & ALTERNATE FIN FRAME - LARGE MISSILE IMPACT ' - PVCHORIZSUDER�� BAT • IUE: 7n5/2008 REV. LEI I LH: A NTS ' CWS -157 40F8 iron l Part B t k:reri SASH CORNER FRAME CORNER 1 H-8031 mien Main Fr., Sy, w/R6., PVC. Fbad 1 6` —1 3 1 0 t CONSTRUCTION CONSTRUCTION 2 H-6037 Main Fr., SH. w/Rg., WC. S® s 1/8• --j I j 3/1 6- 3 4 H-6031 H•6031 Maki Fr.. SH , w Mg.. P/C. L Jb. Mann Fr., SH, w /Fig.. PVC, R Jb. a1 Y 1 © 0 —� 5 L. . -- �`�� I III > I 1 6B' r 5 H-6001 MaeL Rai Fad. ,- --• �� _ .• t� 1 ••rT L_ ! i 5-1498 Reid. Fad. M 211116' 3 9/16' CORNER WELD (Ali. ALL SIDES) ` {... ■ .., CORNER WELD FIXED R/dL EDTOGETHER OUT : .,,.; ' 6 11.1437 Fish). Sash Veal. Rai -..4 1• 1LL EL r 1 P VC SASH MTG. RAIL -6027 / 14.6028 Sash Bottom Rea, PVC LS.S.1t Ia HS) ' �1 FRAME FLANGE -6031 10 5-1.498 Raid J; R .S.B.R/S.Sena. 11 '+6004 Sash 225elTop ECt. f PVC 12 S-6878 a Roe track. PVC FRAME FIN -6026 13 5-$018 (8z: Bd., 9/4•,Fxd, Fbriz. 14 S-6016 Gl . Bd., 3/4%NC Vert. 0 i 1 13/18' �-1 1 15/15-• 0 1,1F is S-6016 (Sz ed 914•,Sash, Hadz • ' ~f ;i 16 6-6016 az. Bd,3/4'Sash Vert I•-- {r 17 — t 1 SW �'. 17 6-6053 San. Adapt., W /h3n, PVC. Wiz. (� , 18 5-6054 San, Adapt., 004 Vat i 1 , y6 - —{ 0 j m S-1576 ts/s Frans Cash, Jar* Pvq 1-6Ijl. t Wie•' -.1 r 1 L SASH MTG. RAIL -1497 ALUM. REINF. 606346 21 6-1556 Sash Catch. PVC, hgaat 22 3•1504 Anchor PVC FIXED • - 1 3,18' MTG RAIL -6001 PVC SASH TOPlBTMRAIL -6004 PVC SASH SIDE RAIL-6028 1 1 83804 tioper,Tar•tan' Rolm Tandem 24 P-3783 Lack bpact WC 25 P3794 ifeaper.lrpac1. PVC 26 •3215 Weep Cover w/ Rap 1 114• 27 •3893 Reid. Rate. FAR 1 114' . 1 0 3/16^ —� 314• ,�� 6r'� PVC GLAZING BEAD 6016 28 P3429 Wap1.,0270i.167 back P9,Sual, _ '� r- 29 P.3766 g8 x2.000PhFHSMS r " , 311r 1• � . 5-3112 Bead R SASH IMPACT HOOK -1556 FIXED MTG.RA6L -1499 S.B.RJS.S.A. -1498 1/2' OLLER TRACK -1678 11/8.1 P3766 16x0. srsPhPH6Dk9 rfsxa. P40 1W 885 250 FhFttteLwht. ALUM. 6063 -T6 ALUM. 6063 -T6 ALUM. REINF. 6063-T6 ALUM. REINF. 6063-T6 r I ICE P-3748W P30Tt. • 04VYytWIROI 4 �s 0.625 Cued Rd TB( WIS. Base, 350High —t - -T P -3581, 6843,gsb ,Frani ant Hook 3/78 V16• 15/16' 5,116• t l ir i Q,, PVC SCREEN CATCH - 6013 P33 SeamSaaier, m • NM P3491! Zap mg. 1/T 1* • YotMad TruS9pl'H PVC SCREEN SUPPORT -6014 r I ` 7/8' P-3432 Hot Mal, • F-- 21/2 --i ANCHOR CLIP P -3780 FRAME IMPACT HOOK -1577 7/16,-.-1 ALUM. 6063 -T6 (HS HEAD) I 3n6• P-3352 5512Trt sa Sic., 65 tur'16's �d x r l g. - `� :p _ ' Y4 ALUMINUM 6063 -T6 r- �3' • SCREWSUPPOR - 3113 - ` - 2 9/16 - • • GIPS ••• F , Rx a . • r- s,6:L4h •••• Spaces. Dut ffi F>xad u i/ir�"' - 3/g" 15/18° A UPDATED PER NEW S FBC REQUIREMENTS 07/07/08 .„ ' 1900 S.W.44TH AVENUE WP590w SYSTEMS ocALA FLORIDA 34478 ° • EXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT BB 1 � `a S , L. j 3/4. 1 U18 P3281 Spacer, Our i • • T; • tilt a 1 r f : . ` -= ' a • '' " : ` � ° ': , r-!' • , /. "- -•.‘ ��'�� /''y'iC >.: o L ROSE541�7710MA.' r • - 0 V e 1 � T�7 An scr n Fran% caaor x� FRAME IMPACT HOOK- ALUM. 6063 -T6 (HS JR A) P LAN VIEW OF ANCHOR CLIP '• 5i ® 53 iP359t screen troth it 16 Fitr Atte nnsv�e ., .r Screen Pul Tab P.3033 c Sq MOTE: ITEM 19 IS NOT USED IN THIS PRODUCTf ...- PVC HORIZ• SLIDE - • r e � - 7/15/2006 55 S-1577 frame Catch, Head. PVC. FS ,.. r PROPRL 9� ML - _ TAmtAC0l69DB1. ,a . .. 8200 r. r •• 51498 • THE women core ar THIS DRAWING IS 714E SOLE PROPt74TY OF. ott W aJDON1 PERMISSION SYSTEMS, ANY REPRODI1CT1dV @J PART OR AS A WNOLJ:6ffi11'✓rttf WRWRITTEN PERL455X1N �' CUSTOM WINDOW SYSTEMS, WC. IS PRCF6aR£O. � _ • • • � FL P.1= NO. 62514 a ,... _ . • • . - . .• • • • • • • •• • • • • • • • •• • • •• 6 '!wt • • • • •• 4 EXTERIOR FINISH BY OTHERS PERTMETERCAULK BY INSTALLER SIM. PERIMETER CAUUS BY INSTALLER •• ••• EXTERIOR FINI • • • • ®,HERS • • • • ••• • CONCRETHMASONRY BY OTHERS 'D • WINDOW FRAME HEAD •••• • • • • • •wIIRDOW PRAM%• • • •• • •••• • ••• • • • • •• • • • • • ® VERTICAL SECTION CUP (MASONRY) CAULK BETWEEN BUCK AND OPENING BY OTHERS 1 BY WOOD BUCK BY OTHERS • ANCHOR CLIP INSTALLATION ANCHOR, 3/16' DIA. MASONRY ANCHOR. INSTALLATION ANCHOR, 3/16' DIA. MASONRY ANCHOR. ANCHOR CONCRETE/MASONRY BY OTHERS 1 BY WOOD BUCK BY OTHERS 1 1/4' (MIN. EMBEDMENT) 2J (MIN. EDGE DIST.) 1 1!4• IMIN. EMBEDMENT) 2 1/A' MIN. EDGE DIST.) (MIN. EMBEDMENT) 21 /2' (MIN. EDGE DIET.) 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT, 2) 1/4' MAX SHIM !, 1••••q. MAW r-- (SEE NOTE 2 &3ON SHT. Z) — Amin • • • ::: •Sa • • P • �• +• •• • PL•bgb'•O. •P• a A • a 4 it* • 4 A , ,,pp 4A pe • s CONCRETE! ;. MASONRY A. A •4 666 4 • O • a , • O0 • p EXTERIOR FINISH fir OTHERS HORIZONTAL SECTION 6 CUP (MASONRY) WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS 114' MA)1 SHIM (SEE NOTE 2 & 3 ON SHT. 2) ANCHOR CUP INSTALLATION ANCHOR, 3/16* CIA. MASONRY ANCHOR. –1 BY WOOD BUCK BY OTHERS PERIMETER CALAJ( BY INSTALLER WINDOW FRAME JAMB ® ALTERNATE PRECAST SILL DETAIL CLIP (MASONRY) PROPMETARY A4m CONFIDENTIAL THE INFORMATION CONTAINED IN THLS CRAYONS IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCOON IN PART OR AS A WHOLE WITHOUT WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, WC. IS PROIUBITED. (SEE NOTE 2 & 3 ON SHT. U4' MAX SHIM 2) r WINDOW FRAME JAMB . 7w T)0 421!:, 41 ANCHOR CLIP PERIMETER cP.ULK BY INSTALLER INSTALLATION ANCHOR, 3/16' DA. MASONRY ANCHOR. • rrN HORIZONTAL SECTION CLIP (WOOD) r _1/4• MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 1]14_ (MIN. EMBEDMENT) 2 112_ (MIN. EDGE DIST -) L3/6: (MIN. EMBEOMENT) • .AA .A • • A INSTALLATION ANCHOR. . •10W0013 ANCHOR. • A• ' d CAULK BETWEEN BUCK • – AND OPENING BY OTHERS • 4 • A 2 BY WOOD BUCK • BY OTHERS A • A 4 A A z CONCRETE/MASONRY 7 BY OTHERS • 4 • • A • A EXTERIOR FINISH BY OTHERS • • • • • • 1 • • 4 .. 1 BY WOOD BUCK BY OTHERS - - -1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER ,v8• (MIN. EMBEDMENT) 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER A UPDATED PER NEW FBC REQUIREMENTS I 07/07/08 INSTALLATION THRU FRAME DETAIL -LARGE MISSILE IMPACT PVC HORQ. SLIOF •! 7/15/2008 CWS -157 • 7OF8 EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD • i1N11IDOWN FRAME • SILL •••• • • •• • • L___ :' 7`-1 ter_ _ , tea B1'L7TIIENS • • I I.r� *411 • • . •o ° ..�L'ri, ('1� 4911LI •••• w •• •. P ro �••• .�. y• ` 1 ••a••• ... • • O.O� P• •41. • • CONCRETE/MA.1dt" BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS • CONCRETE/MASONRY BY OTHERS VERTICAL SECTION 77 FRAME (MASONRY) CAULK BETWEEN BUCK AND OPENING BY OTHERS 2 (MIN. EDGE DIST.) YY •'l: '1 CONCRET •Y'. �'!• BY OTHERS •• . 4 a INSTALLATION ANCHOR, 3116' DIA. MASONRY SCREW wINEOPRENE BACKED WASHER THRU SCREW SUPPORT. 1 BY WOOD BUCK BY OTHERS CAULK UNDER SCREW HEAD BY INSTALLER DRYWALL BY OTHERS 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) INSTALLATION ANCHOR, 3/16 DIA. MASONRY SCREW "'NEOPRENE BACKED WASHER THRU SCREW SUPPORT. INSTALLATION ANCHOR, SINS' DIA. "'NEOPRENE SCREW EOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS . 1/4• MAX SHIM � (SEE NOTE 2 &3ON SHT. 2) SILL STOOL BY OTHERS USE SOUD WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS (MIN. EMBEDMENT) DRYWALL BY \OTHERS FIMASONRY 2 1!1 (MW. EDGE DIST.) MN. EMBEDMENT) EXTERIOR FINISH BY OTHERS © HORIZONTAL SECTION FRAME (MASONRY) WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS 114• MAX SHIM 'mil' (SEE NOTE2 43 ON SHT. 2) D•t. D. • ° D. • • • °D • + ` +D • • • 0. D D 1 CONCRETE/MA,SONFLY (MIN. EDGE DIST.) BY OTHERS prs PRECAST SILL DETAIL FRAME (MASONRY) PROPRIETARY AND CCREIDENiut r. THE /INFORMATION CONTAINED W THIS DRAWING IS THE SOLE PROPERTY OF '4USilT►S* WINDOW SYSTEMS, NC. ANY REPRODUCTION IN PART OR AS A WHOLE . IT 'I}4E WRITTEN PER/ ASSON OF CUSTOM WINDOW SYSTEMS, INC. IS PAOHISI EI: •. M ••N • WINDOW FRAME JAMB P +p 'c D D WINDOW FRAME JAMB INSTALLATION ANCHOR, 3/16' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER 1 Ix• (MIN. EMBEDMENT) PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS DRYWALL BY ' OTHERS © HORIZONTAL SECTION FRAME (WCOD) 2 BY WOOD BUCK BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS INSTALLATION ANCHOR. 610 WOOD ANCHOR W/ NEOPRENE BACKED WASHER THRU SCREW SUPPORT. •••• • • F • • • • •••••• • • 00000 • • ,1rr SHEATHING (MIN. EMBEDMENT) BY OTHERS EXTERK>A FINISH BY OTHERS CAULK BEHIND FN BY INSTALLER WINDOW WRAP BY INSTALLER PERMETER CAULK BY INSTALLER WINDOW FRAME HEAD •••• • • •••• • B BF,FII[m FIN • PERIMETER CAULK BY INST* t • • • WMIDOIAPeftP BY INSTALLER • �tp�1 • BY S • • • ••••• •• *SHEATHING • • BYCTHERS •••• �• INSTALLATION ANCHOR, 2 68 WOOD SCREW ki: 1111114 B OTHERS BUCK BY OTHERS • ® VERTICAL SECTION FIN (WOOD) tt (MIN. EMBEDMENT) 1 114' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) � t14' MAX SHIM (SEE NOTE 283ONSHT. • INSTALLATION ANCHOR. BB WOOD SCREW 2 BY WOOD BUCK BY OTHERS SHEATHING BY OTHERS PROaRETA Y MJO COAWDENDAL THE I.IFORMATIOH CONTAINED TN THIS DRAWI10 IS THE SOLE PROPERLY WINDOW SYSTEMS. INC. ANY REPROWCTEN IN PART OR AS A WHOLE WUI- t. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROFIBRED., 2 SY WOOD BUCK BY OTHERS INSTALLATION ANCHOR. NI WOOD SCREW LSE (MIN EMBEDMENT r EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER ® HORIZONTAL SECTION FIN (WOOD) L720BSV LCNA4$ FL P.E.NO. 82,514 MAX SHIM (SEE NOTE 2a3ON BHT. 2) WINDOW FRAME JAMB WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER A N UPDATED PER NEW FBC REQUIREMENTS 1 07/07/08 1800 S.W. 4411-1 AVENUE QCAI A, FLORIDA 34474 TALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT 7/15/2000 8OF8 CWS -157 D E R M, . I _ — le Miami Shores Villa - ;, , e APPROVED BY DATE ZONING DEPT BLDG DEPT ■ 1 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS • • . • • • • ••• • •• • • • • • ••• •• • • • ••• • • • • •• • •• •! • • • • • • . ••• • • • . r ii • • • • •• •• • • • •• • • ••• • • ••• • 4 r Mean Roof Height -_ DESIGN PRESSURES (PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 15 `, Tribute Area S • Ft 40 45 50': '10 ) \ 15 20 Tributary Area Sq Ft) 40 45 50 ;25' 30 35 25 30 35 -50.4 +46.5 , - 48.6 +42.7 -46.2 +42.3 -45.9 +41,9 -45.5 +41.8 , 0 ' -62.2 1 9.8 I/ 2 -58.0 +44.4 -56.7 +43.7 -55.8 +43.1 - 54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 16 ft -4- S` +45 ' ' s i -46.8 +42.9 -46.5 +42.5 -46.2 +422 16 ft +47.1 -80.6 +45.9 - 58.8 +45.0 - 57.5 +44.3 - 56.3 +43.7 - 55.4 +43.3 -54.6 +42.9 3.9 -53.9 +42.5 -53.2 -53 +422 18 ft -52.4 +48.3 -51.1 +47.0 49.5 + 5. • ,, : . A : x -47.7 +43.6 .47.3 +432 18 R -64.6 +48.3 -62.1 +47.0 50.3 +46.1 - 58.9 +45.4 - 57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +432 20 ft -53.5 +49.4 -52.2 +48.1 -51.3 +47.1 ®� - x e 48.4 +442 20 ft -66.1 +49.4 -63.5 +48.1 51.6 +47.1 -60.2 +46.4 - 59.0 +45.8 -58.1 +45.3 -57.2 +44.9 56.4 +44.5 -55.8 +44.2 22 B -54.6 + 50.4 -53.3 + 49.0 -52.4 + 48.1 5 1.6 +47.4 �+ + 46 8 x ' ' \4&3 1 45 : , ft - 67.4 +50.4 -64.8 +49.0 -62.9 +48.1 -61.4 +47.4 -60.2 -6092 +46.8 5 +46.3 -58.4 +45.8 57.6 +45.4 -56.9 +45.1 24 ft -55.6 +51.3 -54.3 +49.9 -53.3 +49.0 52.6 +482 -52.0 +47.6 515 4� +47.1 i - ' r- 4th ° „- 24 R - 68.7 +51.3 - 86.0 +49.9 -64.1 +49.0 -62.6 +482 - 61.4 +47.6 -60.3 +47.1 -59.4 +48.7 -58.7 +46.3 -58.0 +45.9 28 ft 28 ft -56.6 +52.2 -57.5 +53.0 -552 +50.8 - 56.1 +51.6 -54.2 +49.8 - 55.1 +50.8 -53.5 +49.1 - 54.3 +49.8 -52.9 +48.4 -53.7 +492 -52.3 +47.9 -532 +48.7 51.' +47.5 -52.7 +48.2 H R -69.8 +522 -67.1 +50.8 -65.1 +49.8 - 63.6 +49.1 - 62.4 +48.4 - 61.4 +47.9 - 60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft - 70.9 +53.0 -68.2 +51.6 -682 +50.6 -64.6 +49.8 -63.4 +49.2 -62.3 +48.7 -61.4 +48.2 -60.6 +47.8 -59.9 +47.4 30 ft - 58.3 +53.8 58.9 +52.3 -55.9 +51.3 -55.1 +50.6 - 54.5 +49.9 -53.9 +49.4 - 53.5 +48.9 -53.1 +48.5 52.7 +48.1 30ft -72.0 +53.8 -692 +52.3 -67.1 +51.3 -65.6 +50.6 -64.3 +49.9 -63.2 +49.4 -62.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 -56.7 +52.0 -55.9 +51.3 -552 +50.6 -54.7 +50.1 -54.2 +49.8 - 53.8 +492 -53.4 +48.8 32 ft -73.0 +54.5 - 70.1 +53.1 58.1 +52.0 -68.5 +51.3 -65.2 +50.8 - - 64.1 +50.1 - - 83.1 +49.6 - 62.3 +492 -61.6 +48.8 ft 59.9 +55.2 58.4 +53.7 - 57.4 +52.7 58.6 +51.9 55.9 +51.3 55.4 +50.7 -54.9 +50.2 -54.5 +49.8 -54.1 +49.4 R -73.9 +55.2 -71.0 +53.7 -68.9 +52.7 57.3 +51.9 -66.0 r +51.3 -64.9 +50.7 -64.0 +50.2 -63.1 +49.8 -62.4 +49.4 36 R -60.8 +55.9 -59.1 +54.4 -58.1 +53.3 -57.3 +52.5 -56.6 +51.9 58.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 R -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 -68.1 +52.5 -68.8 ` +51.9 -65.7 +51.3 -64.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 R -61.3 +58.5 -59.8 +55.0 -58.7 +54.0 - 57.9 +53.1 57.3 +52.5 56.7 +51.9 -582 +51.4 -55.8 +51.0 -55.4 +50.6 R : 5 °; e ! . - x . -67.6 +52.5 -66.5 +51.9 - 65.5 +51.4 -64.6 +51.0 -63.8 +50.6 405 -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -58.4 +51.5 -56.0 +51.1 40 ft -7•.5 j .1 I . ,• r� 572 +52,5 - 662 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -62.6 +57.7 - 61.1 +562 -60.0 +55.1 -59.2 +54.3 -58.5 +53.6 -57.9 +53,0 -57.4 +52.5 57.0 +52.1 56.6 +51.7 42 ft 72. +55 70.4 f +54.3 + ! . + 66.9 +525 66.0 +52.1 552 +51.7 R -632 +58.3 51.7 +56.7 50.6 +55.7 - 59.7 +54.8 59.1 +54.1 - 5 8 . 5 +53.5 -58.0 +53.0 57.5 +52.6 -57.1 +522' 44 R + F • x I -71.1 . -68.5 +53.5 -67.5 +53.0 - 66.6 +52.6 -65.8 +522 48 ft -63.8 +58.8 62.3 +57.3 -61.2 +562 80.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 I �+54.8 x 692 +54.0 -68.2 +53.5 -67.3 +53.1 56.5 +52.7 48 ft -64.4 +59.4 -62.8 +57.8 -81.7 +56.7 -60.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 - 58.6 +53.6 58.2 +53.1 48 ft o.,, 9 I ": a " 59.8 +54.5 -68,8 +54.0 -87.9 +53.6 -67.1 +53.1 50 f t +59 9 +58.3 +572 +583 +55.6 +55.0 +54.5 -59.1 54.0 .8 m : . I =. x r_ +56.3 • . +55.0 +545 +54.0 +53.6 52 ft -65.5 +80.4 -63.9 +58.8 -62.8 +57.6 -61.9 +58.8 512 +58.1 50.6 +55.4 -60.0 +54,9 -59.6 +54.5 -592 +54.0 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -722 +56.1 -71.0 +55,4 -69.9 +54.9 -69.0 +54.5 -68 -68.2 +54.0 54 ft 88.0 +60.8 84.4 +592 x 54 ft 81.5 +60.8 -78.3 +592 -78.0 +58.1 -742 +572 -72.6 +56.5 -71.8 +55.9 -70.5 +55.4 59.8 +54.9 58.7 +54.5 ft - 86.5 +61.3 -64.9 +59.7 fi, :r r ft 82.1 +61.3 -78.9 +59.7 -78.8 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 89.3 +54.9 60 ft - 67.5 +622 -65.8 +60.6 - 84.7 +59.4 -63.8 +58,5 -63.0 +57.8 -62.4 +57.1 51.9 +56.6 51.4 +56.1 51.0 +55.7 60 ft - 83.3 +622 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.8 -71.1 +58.1 -70.3 +55.7 03/02/2009 - 5:01 Qrn troyb C r F: \03 Elements \10 Loading V11 Calculators ASCE 7 -05LFLB - ASCE 7 -02 Pressure Charts (0-60).dwg (200i»LoRIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING REMARKS a -TY KLBENNARDO, P S OT REPR•'•UCEBDNWHOLEORPART OUT' tENTIENISNSINT IF FRANC L BENNARDO, P.E. '111LTERA110118, MIDIOON6,SIIGHLI!HTNG, OR OTHER IRARIIil1G3 T!THIS Qbcunot ARP IibioPERMITTED AND INVALIDATE OUR CERTIFICATION. REVISE FOR 07 04/19/06 02/23/09 EXTERIOR ZONE 5 PRESSURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7- CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH' (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS- IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4- DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI - +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd -0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST - HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER I5 SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 1 ELEVATION 1 WALL ZONE FIGURES a� ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 , PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 MRH =O @6 1 BASED ON Kd =0.$t SEE TABLE NOTES FOR ALT Kd PEAK ROOF HEIGHT MEAN ROOF HEIGHT z r m qa 05:9 Tql cti Rt_'D &ORS t=t®aillga :E'iioran lit r.z pa muemagsati 't "solestoas+Yiort t. a ii 5.1.1 II .r'�rr1r ... 4tagerirtrrAnIMI salsa nu m ii! 1511 _ gip NM . ��1 • . .......�.�.M.�.Ca'p �rhg6� �r r..... IAA riNlialillfillillIMPILI � � ,� „ S i t * L ; ANIIIIIIIN ` r ..« ..... rrr r: 'i .. 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Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre @cws.cc Authorized Signature mlafevre @cws.cc Michael LaFevre Technical Representative Michael LaFevre ## Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email Category Subcategory Compliance Method Referenced Standard and Year (of Standard) uuy.rr .r v, vv p iya_uyy uu.twyAi Vn... 1900 SW 44th Avenue Custom Window Systems, Inc Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @cws.cc Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received •••• • • • •• • • •• • • • • • • • •••• • • • • • • •••• • • • • • • •• •• • • Validation Checklist - Hardcopy Receiveld•• •••• • • •• • • • • • • •• • • • •• • Certificate of Independence FL5823 R4 COI 510484A (Eval Rep Si!? -S lvinpact).odf • • •• • • • Standard • ••• • Y AAMA /101/I.S.2 -97 • • 49' AAMA/101 /I.S.2/A440 -05 • 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 • • • • • • • • • • of 3 7/15/2009 9:19 AM FL # Model, Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -75 Other: Large Missile, 36x62 DP= +/- 75 psf. Installation Instructions FL5823 R4 II CWS -155A (SH -8100 Irpact).pdf FL5823 R4 II DuPont PVB NOA 05 -1208 02.pdf FL5823 R4 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Impact).pdf Created by Independent Third Party: Yes 5823.2 SH -8100 Vinyl Single Hung SH -8100 Vinyl Single Hung (Impact) %Omits pf Use r • ved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile, 53x76, DP +/- 67.5 psf. Installation Instructions FL5823 R4 II CWS -155A (SH -8100 Impact).pdf FL5823 R4 II DuPont PVB NOA 05 -1208 02.pdf FL5823 R4 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Impact).pdf Created by Independent Third Party: Yes 5823.3 SH -8100 Vinyl Single Hung Heavy Duty SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: +100 / -100 Other: Large Missile, 52" x 72 ", +/- 100 psf. Installation Instructions FL5823 R4 II CWS -369 (SH -8100 Impact 52x72 100 DP).pdf FL5823 R4 II DuPont SGP NOA 07- 1116- 04.pdf FL5823 R4 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 •••• Created by Independent Thin Party; Yes ; • • • • • Evaluation Reports • • • • FL5823 R4 AE 510965 (Eval Rep' SH- 810611 100 • DP).pdf • • •••• • Created by Independent Thind•Raitiyi Yes • •• •• •• •• • 5823.4 SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung Qrje: jsadow w.H• rmit 5 HI • sash. •■•• • •• . Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +67.5/ -67.5 Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 psf. • Installation Instructions • • • • • • • • • • i FL5823 R4 II CWS -295 (S14-414QQ, impact 52x9b).pdf ; FL5823 R4 II DuPont PVB NO 05 -1208 02.pdf I FL5823 R4 II DuPont SGP `I 1116s0A•3d€• FL5823 R4 II Mikron NOA 06•122 01.pdf • Verified By: Roberto Lomas 42514. • Created by Independent Third Party: Yes • . Evaluation Reports FL5823 R4 AE 510868 (Eval Rep SH -8100 Impact 52x96).pdf Created by Independent Third Party: Yes 1‘.1 a_..aa a..aaab .....a.....a11111.. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products . 4 Y . i. ....... aa.. a1... 4v4......., s... a7J rFa °YY ..4..4.w1,d.:t,i,x ITV v i...1�... PA/TAS 201/202/203 1994 12/19/2008 01/05/2009 01/09/2009 02/03/2009 • •• • • • • • • • • of 3 7/15/2009 9:19 AM 1. iui iUa I/witxis l.. JU. vaux 1.' DCA Admtnistratbn Department of Community Affairs Florida Busgdhlg Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 p 2000 - 2005 The State of Fbrida. AA rights reserved. CagytighLanatisslabger Product Approval Accepts: / YT VT yr .11V114auU11U111 %.V1E/ 1L iJ1an/ uu.twf/n: pal a111 Vla VA... I Backi 11 •• • • • • •• •• • • • • • •••• • • • •• • • •• • • • • • • • •• • • • • • • • • • • • • • • • • •••• • •• • • • • • •• •• • • • • • • • •• • • • • • • • • • • • •• 3 of 3 7/15/2009 9:19 AM Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 Printed: 11 /1/2004 Applicant: JUSTINE Owner: RUDNICK JOB ADDRESS: 60 Contractor SALAMONE BROTHERS Local Phone: 305/949 -1839 Parcel # 1132060131461 NE 102 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -1402 RUDNICK JUSTINE ST Page 1 of 1 Contractor's Address: 590 N. BISCAYNE RIVER DRIVE Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 - 70 LOT 4 BLK 11 LOT Fees: Description Amount FEE2004 -10721 Building Painting Fee $60.00 FEE2004 -10722 CCF $0.60 FEE2004-10723 Notary Fee $5.00 FEE2004 -10724 Training and Education Fee $0.20 FEE2004 -10725 Technology Fee $1.50 Total Fees: $67.30 Total Fees: $67.30 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 4/23/2005 Construction Value: $640.00 Work: PAINT AS AGREED 0 ''', Sao 1 Ir y io v In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd Clemmons, NC 27012 Report No.: 510484A 336 - 945 -9695 Manufacturer: Product Line: 8100 PVC Single Hung — Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 96- 72.070 method 1(d). The product listed herein complies with the 2007 Florida Building Code. Product description: Single Hung window, impact resistant made bf white rigid PVC. Frame and active sash were of welded mitered corner construction. Supporting Technkal Documentation: 1. Approval document drawing number CWS -155 Revision A, sheet 1 of 8, titled PVC Single Hung, prepared, signed and sealed by L Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3168 -2, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL 8100 PVC SH, Frame Installation. TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, ±75.0psf design pressure, 10.13 psf water infiltration TAS 203-94 Cyclic Pressure Loading t75.0psf design pressure b) Report No.: NCTL 210 - 3168 -2A, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL 8100 PVC SH, Frame Installation ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, *75.0 psf design pressure c) Report No.: NCTL 210 - 3168 -3, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL 8100 PVC SH, Fin Installation TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, 1.67.5psf design pressure, 10.13psf water infiltration TAS 203 -94 Cycfic Pressure Loading *67.5 psf design pressure d) Report No.: NCTL 210 - 3168 -3B, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Fin Installation ANSUAAMANVWWDA 101 -97 Design pressure: ±67.5psf Water penetration resistance 10.13psf ASTM E 1886 -02 and ASTM E1996 -02 ASTM E 18881E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18881E 1996 Cyclic Load Test, ±67.5 psf design pressure 3. Anchor calculations, report number 510151A, prepared, signed and sealed by L Roberto Lomas P.E. Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 0111111/4 R. � L vj ; *WOO 9 r� r/ X14 ti: .. a.�. 4 { '' 0 • � d•: . r , J �•�+ ''ti .. ti. :14, ��. +r " • :of L•7:fer. TAT t:s J• a. � .� gip• � :�i��A • * •...... w . . 4 1• . • •• • • • • • • • • • •• •• • • •••• • • • • • • • •• • • • • • • Luis R. Lomas, P.E. FL No.: 62514 07/162008 •••• • • • • •• ••• • • •• • •• • • • • • • • • •• • • • • • • • • • • • • Unit size Max. D.L.O. Design Pressure Rating impact Rating Up to 37" x 63" 31 9/16" x 27" t 75.0 psf Large and Small Missile Impact Up to 531/8" x 76" 4711/16" x 3311/16" t 67.5 psf Large and Small Missile Impact . L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 - 945 -9695 Limitations and Conditions of use: 2 012 ▪ Units must be glazed with 3 /. ° IGU consisting of outboard lite 1/8" Ann — Air — 5/16" laminated inboard lite consisting of 1/8° Ann — .090" Dupont Butac ite PVB interlayer --1/8" Ann per ASTM E 1300. • Dupont Butacite PVB interlayer per N.OA 05- 1208.02 • This product is rated to be used in the HVHZ • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC per N.O.A. 06- 1220.01. Installation: • Units must be installed in accordance with approval document, CWS -155 Revision A Certification of independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). • , r t tj s �s • t f t Zr * s • * ."'. • r ":' TAT OF ;1�� •••• • J`' "� /�s ` � Luis R. Lo G � mas P.E. /l / i N NA y i \\� FL No.: 62814 • 07/16/2008 : • Engineering Evaluation Report Report No.; 510484A ••• • • • • • • •• • • • • • • • •••• • • • • • • •• • • • • • • •• •• • • • • • • •• • • • • •••• • •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • nv W7 7r MAX. OVERALL FLANGE HEIGHT 74 3/4' UNIT + HEIGH 3 MAX. SASH HEIGHT MAX 53 5/° 1 l OVERALL FLANGE HEIGHT 62 318° MAX UNIT HEIGHT 24 Sib° SASH HEIGHT 53 11r — MAX OVERALL FLANGE WIDTH 51 7!8° MAX. UNIT WIDTH 4711/18. OLA88 DLO 451LBE GLASS D1.0 EQUAL SPLIT FLANGE WIDTH 51 7/' MAX UNIT WIDTH 4711116' GLASS DLO O 3S 11T' GLASS 01,0 • •69/ sPLrr 9R1EI. TABLE OF CONZEI4Tl • • • • • • • GENERAL NOTES & EI AT4ON8 t • ANCHOR SCHEDULE 8 NOTES 2 DP CHARTS & GLAZING DETAIL......_3 SECTION VIEWS.._ 4 EXTRUSION & a.Q.pIL • w .F• • INSTALLATION f]EjAIL .. • 64 • • • • • •• • • • • • SINGLE HUNG ELEVATION (IMPACT) (SHOWN W/ DIFFERENT OPTIONS) • • • • •• ••• •• • • • • • 33112 GLASS DLO 33 11/18" GLASS DLO •• • •• • • • • • •• • • • • • • 63 5118' MAX. OVERALL FLANGE HEIGHT 621115• MAX UNIT HEIGHT 2M SASH HEIGHT • • ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 88 112' MAX. OVERALL FLANGE HEIGHT 881!4' MAX UNIT HEIGHT- 30 112" MAX. SASH HEIGHT 531/8" MAX OVERALL FLANGE WIDTH 517/° MAX. UNIT WIDTH 4711/18• GLASS DLO 451118" GLASS DL0 5 HI SASH ORIEL 531/' MAX OVERALL FLANGE WIDTH 51 71r MAX. UNIT WIDTH 471516" GLASS DLO 45 516" GUASS 010 4 HI SASH ORIEL WIZ GLASS 01.0 27 3/18' GLASS DLO 31 9116' GLASS DL0 63" MAX OVERALL FLANGE $111r HEIGHT 51 314• GLASS DLO 21• GLASS 01.0 PVC IMPACT REOUICFMENT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: °O/X". 4. DESIGN PRESSURE RATING: (SEE TABLES -SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.. - POSITNE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. S. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6.8 FOR ANCHOR DETAIL S. SHUTTERS ARE NOT REQUIRED. 7. AU. FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMS. 8. REFERENCE TEST REPORTS: NCTL -21Q 3188 -2 , NCTL 210.3168.2A , NCTL- 210 - 3188.3 , NCTL 2t03108 3B 9. SERIES / MODEL DESIGNATION SH -8100. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER AU. LOADS TO STRUCTURE, BUCK AND FRAMING 18 RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CAU.OUTS FROM EQUAL SPLIT ELEVATION APPLY TO AU. ELEVATIONS IN A SIMILAR LOCATION. 37" MAX OVERALL FLANGE WIDTH 35 3/4' MAX UNIT WIDTH MAX UNIT HEIGHT 30" MAX SASH HEIGHT r: 1 '` • p er : PROPRIETARY AND COIi10ENTVL .. " THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PRO � WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WH A WRITTENPERIESSION OF CUSTOM WINDOW SYSTEMS, INC. IS 26 15/18" GLASS DLO EQUAL SPLIT R C FL P 2L GLASS DLO 273/18• GLASS 01.0 PVC SINGLE HUN 3. . 67,10.1251* a Y Q l 9 y ' 169 p �1A A I UPDATED PER NEW FSC REQUIREMENTS J 07107108 SW 44TH AVE. FLORIDA 34474 TES & EL ATIO IMPACT N 7/712008 CWS -155 '1OF8 MAX. O.O. (TYP.) MA ITYP) ifl: MAX O.C. INSTALLATION ANCHORS TYP. SEE NOTE 2 SEE NOTE 2 ANCHOR • YQUT- (FLANQ FRAME CUP( $1 °PERMS) (SPECIFIC FOR 76D.P.) 8° 4° MAX. O.C. MAX MAX (TYP.) SEE NOTE 8 4° MAX m11 8 MAX O.C. (TYP) ANCHOR • • ttRU M000eP�lu�o) (SPECIFIC FOR 750P.) INSTALLATION ANCHORS TYP. MAX 0.C. MAX (TYP) max II (TYP) INSTALLATION ANCHORS TYP. NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116" 18 PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16" DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/P' SHALL BE ACHIEVED. S. 410 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8' INTO 2 BY WOOD BUCK B. 88 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112' INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL d01NT SEAM SEALANT. ANCHOR LA� - (FLANGEI FRAME 8 (MASONRY OPEMN3) 8. AU. INSTALLATIONW'i9HO = tS tuVeg PAIIDeoFrOt RR RESISTANT MATERIAL OR COATING. / Y i • 9. INSTALLATION ANCHISTLS SHALL BE INMAO€OIiDA;SE WITHIANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALT � , ' r: IN NOT BE USED SUB4TRATB6 NATMSTRENP'jF#51 %S.TH TtIE MINIMUM STRENGTH SPECIFIED BELOW. �' . ,i • • • • • • • w �: s'� t �r,,,d SW 44TH AVE. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: t " CALA, FLORIDA 34474 A WOOD - MINIMUM SPECIFIC GRAVITY OF G.0.42 ' B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,20 ppS1. ' C. MASONRY 4RENlS?FPCONF AS G311A N, TYPE 1 (OR GREATER}, •° y' gN CHOR SCHEDULE eY' IMPACT 4 • • • • • • • • • 62514 2 , 1 y x) .41,. .. •• ' .,PVC SINGLE HHUNG ADE PROPRETARvMR CObFRSN7WM °^ . J'a • • • • • • 1 INFORMATION CONTNFSEO IN MS ORAwtN31s1 ESOLEPROPER. PROPERTY. a •yL L .ROBERTOLOMAS o ..1 — 8100 NTS • • • • • • • • • • • THE SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE VR'HWT TIM FL. �.F,,: NQ. . ti . . •_,.,,,. • • • • • • • • wRI TFAIPERMISSION oFCusrOM WIMOOWSYSTEeMS, INC. M PRONRI v j x , i , ' -. tEV LETTER: A p t • • •• • • • ••• Cam'., . _ ..g� • • • • • • • • • • 'Sr- E• • • • ••• • • • • •�� 5' • • • • • • • • • • • • • • t- Cf • „: � •:• • • • ••• • • • ••• '• ”- illigi 1kti — 1 O.C. WAX (SPECIFIC FOR GTE 0.5.) ofj INSTALLATION ANCHORS TYP. 4' • MAX (TYP) MAX (TYP) MAX O.C, 8' MAX O.C. ANCHOR LAYOUT -1FIN) THRU IWUNO FlNIWCOD (SPECIFIC FOR SUMP.) SEE NOTE S A I UPDATED PER NEW FBC REQUIREMENTS 1 07/07/08 ]ATE 7171200,3 5 Nk1. NO.: CWS.155 SHEET: 2 OF 8 •4 COMMODITY SIZES (TIP 8e T5PI WEIGHT ON M4 IEIIMIIIIIMIIMIIIII 83 72 76 18 11$ A.6 +751.75 +751 -75 +751.75 +751 -75 +751 -75 +67.6/- 87.5 +87.51 -67.5 26112 A, B +751.75 +751 -75 +751 -75 +751 -75 +751 -75 +87.51 -67.5 +67.51 -67.5 37 A, B +75/.75 75 75� +�75�1.7 +75/45 +751 -75 +87.61.07.5 +67.51 -87.5 ,,.• +75/- . = +57 .5 ! -57,5 +87.5! -07.5 +87.5! -57.5 WIDTH 108 231/2 27112 26112 31 112 35112 38112 41 112 43112 47112 61 112 GLASS TYPE A. B A, 8 A, 8 A, B A, B A, B A, B A, 11 A, B A, B MODULAR SIZES (1567 - WINDOW 3 HERMIT 090 27112 +75/ -75 +751.75 +751 -75 +75/ -75 +75/ -75 +87.51 -67.5 +87.5/ -87,5 +87.51 -87.5 +87.51 -07.5 +67.51 -07,5 25 1/2 +751 -75 +75/ -75 +751 -76 +751 -75 +75/ -75 + 6751.87,5 +67.51 -67.5 + 675 1 - 67.5 +67.5/ -67.5 +67,51.67.5 ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• 31 112 +75! -75 +751 -75 +751.75 +751 -75 +751 -75 +6751 - 87.5 +67,51.87.5 +67,5 / -57.5 +674! -67.5 +87 .51- 57,5 .raM 01 1. 36 112 +75/ -75 + 751 - 75 +75/ -75 •751 -75 +75/ - +67.6/ -87.5 +87,51.87,5 • 57.51 - 875 +67.51.67.5 +67.51 -67.5 • • • • • •• • • • • • • • • aC • • • • •• • •• • • • • • •• • • • • • • 38112 •75/ -75 +751 -75 +75/ -75 +75/ -75 +75/ -75 +67,5/ -67.5 +67.51 -67.5 +87,51 -57.5 +676 / -87.5 +87 .5 1.67.5 41 112 +751 - 75 +761 -75 +75/ -75 + 751- 75 +751 -75 +87.5/.67.5 +67.5 - 67.5 +87.5 / -87,5 +67.51.87.5 +07 .5 1.87.5 314" OVERALL 118" ANNEALED GLASS 6118" AIR SPACE 5118° LAMINATED 11 " ANNEALED GLASS 313• DUPONTP115INTERLAYER 118" ANNEALED GLASS 43112 +75/ -75 +75/ -75 +75/-75 +75/ -76 +751 -75 +8751- 57.5 +87.5/ -87.5 +8751 - 87.5 +67 .5 1. 67.5 +57.51.67.5 47 112 +75/ -75 +751 -75 +75! -15 +751. *76/ -75 +87.5/ -87.5 +67.5/ -67.5 +67.5/ -07,5 +87,51 - 67,5 +67.51 - 57,5 61112 +751 -75 +751 -75 +75/ -76 +75/•75 +75/ -75 +67.5/ -87.5 +87.5!•67.5 +57,51 -57.5 +87.51 -87.5 +67.5 /.57.5 PRCPMETARYAND COIIFLOENTKL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PRO WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WRITTEN PERMISSION OF CUSTOM WA /DOW SYSTEMS. INC. IS 53112 +751 -75 +751 -75 +75/ -75 +75/ -75 +751 -75 +67.5 / -57.5 +67.51 -67.5 +675 -675 +67 .51 - 67.5 +07,5 -87.5 55112 •75/•75 +751 -76 +75/ -76 +75/ -75 +75/ -75 +8751 -57,5 +67.5/ -67.5 +87.6/ -87.5 •87.5, -67.5 +67.5! -87.5 3/4" OVERALL 1/8° TEMPERED GLASS 5118" AIR SPACE 5116° LAMINATED 118° ANNEALED GLASS 3132 DUPONT PVB INTERLAYER 115" ANNEALED GLASS 591/2 +75/ -75 +751 - 75 +761 -75 +751 -75 +751 -75 +87.5/ -87,5 +57.5/ -67.5 +87.51 -87.5 +57.5/•67.5 +87.51 -87.5 83112 +87,8/ -07.5 +87.51 - 87.5 +67.51.675 +67.51 -67.5 +87.51 - 875 +6751 -87.5 +87.51 -87.5 +57.5/ -87.5 +87.51.57.5 +67.51.87.5 881/2 +57.51 - 87.5 +87.5/- 67.5 +87.5/ -67.5 +87.5 /- 67.5 +57.5/ -57.5 +57.5/ -57.5 +87.5/ -87.5 +67.51 -67.5 +87.5 / -67.5 +67.51.875 571/2 +67.51 -57.5 *87.5! -57.5 +87.5/ -87.5 +67.5/ -57.5 +07.51- 137.5 +675/ -57,5 +67.51 -67.5 +87 .5 ! -57.5 +57.5 /- 57.8 +87.51 -87.5 NOTE: 1.IF SIZE INTENDED 16 NOT SHOWN,USE NEXT LARGER 5 711/2 +67.51 -87.5 +87.6/ -87.5 +87.5/ -67.5 +67.5 /- 67.5 + 67.5 /- 57,5 +87.5/ -67,5 +675 67.5 +87.5 /- 87.5 +57.51 - 87.5 +875 1-67.5 74314 +67.5/ -67.5 +67.5 /- 57.5 +87.51 - 87.5 +87.5 /- 87.5 +87.6 /- 87,5 +67.5 / -57,5 +87.61 -87.5 +67.51 -57.5 +67.5 / -87.5 +87.5 /- 67.5 • • ••• • • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • nalluottaut t ogli • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ALIERNEOEMUFRAM rej_ DE SHOWS IX AY, RIGHT SIDE SHOWS SASH our AWAY IMPACT HOOKS APPUES WHEN UNIT WINDOW SIZE EXCEEDS 37" WIDE AND/OR sr HIGH. DETAIL A A . • ./ • 4000 SW 44TH AVE. c :‘:,99-• OTE: ITEMS USED BUT NOT SHOWN FOR CLARITX t... . c i - ,••• ;.' ... cicALA, FLORIDA 34474 • pa , E-20,23.25,28,31,37,44,48,47,49-52,55,83,84,67,00, • .,.. .... "r 1 " - SECTION VIEWS & ALT. FRAME -IMPACT .. , MAYEN MY: ..'• ,t ' ; • / " -. • - s . • '''', PVC SINGLE HUNG ADE 16 ' maws PROPRIETARY AM CONRDENTAL ADAM THE INFORMATION cotameo IN THIS DRAWING IS TuE SOLE PROPERTME 0,04 .-- ..i:. RoSphratbso6i , ,, ...IV) NTS NO.: CWS-1SS WINDOW SYSTEMS INC. ANY REPRODUCTION IN PART OR AS A WHOLE INICHDOTIFIE0 - FL P.T,r,..MO. SESTA , • -'41. lote• wRirrEN PERMISSION OF cusrou wozow sysmas, iNc. IS PROWSITEDY: 0 0 . '''S. : 44 4EV. LETTER: A • •40F8 IMPACT HOOK SPACING: 1) SILL HOOKS: A) CP FROM UNIT EDGE TO EDGE OF HOOK 0) A THIRD HOOK IS CENTERED IF UNIT WIDTH 18 GREATER THAN 37'. 2) SASH CATCH: A) 2-1/2° FROM SASH CORNER TO EDGE OF CATCH. 11) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH 18 GREATER THAN 37. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4'. UPDATED PER NEW FBC REQUIREMENTS 107107108 Item • Par • Description 6 9 10 11 12 13 14 15 16 17 tb 19 20 21 22 23 14 25 26 27 25 30 31 32 37 31 39 40 42 43 44 45 46 48 49 51 52 52 s4 62 64 141031 Vale Fr..St(w1F1g.,WC,Wad 114031 Mein Fr.. SH wIFtg., PVC 58 818834 MOFt..8tflw'Ft.. 11.8031 61a* F).. SH w1Flg.. FVC. R .s. 118001 Meet FYI. Fxd. 8-1480 ROL Fxd. SW 6b6L Flat, PVC 111447. Sash Meet. Rat H4021 Sash Satan RelL P10 81498 Reid.8.O.RJ4.84l H4004 Sash 61deR9p+6a8. Rol 6.145 Rehr.99.R/51.S.R 1341018 Gk. Bd., 3/4 ",Fxd.,14e66. 04015 01:.86., 314',Fxd., Vert 84018 Gk. St, 314 ,Sash. Huts. 214015 Ott. 06., 3/4',Sazh, Vert 214013 Sent Adapt, w 843, PVC. Horst. $41014 Soh. Adapt, FVC, Veit 118029 Sash Stop l Filet NC. Vert. 8.1678 Fr. Catch, RIC. kap., SH(sR HS(.b) 8.1888 Sash WARM. P11C. *pact 6-1806 Anchor Clip Balancer 04059 Sash Cam, WC P.30413 Take Out 0213 P3703 Lack, *pact, PVC P3784 Keeper, IrpacL FVC P4215 Wasp O er0 /Flap P1193 RIME Reba F.blk P3429 Wstp., 0.270 x .157 Deck Haul. Cray P3755 118 x 2.000 Ph FHSkS P3788 t8 x D.825Pi FH SYS F4051W NS x 1.250131 FH1W.88 . P3748W NSx0.928Quad Tat, Wt. P3959 08 x 318" Ph 8119( 2 P3889 N8 x318"PhPHY9( 2 P4342 Sean Seater, 5155584 P4752 pap HIg,112" 1210 P3438 Hat Ides. ltuSeat 133434 tbt *L TratMal "813 P3352 Bet. ESL, 55Di..1I8'x P4713 smite ads Cart. Label 9 fliC Tab. lipaet 133851 T•nperary L91. (kFRC1rsi P3813 (tl8LbL(bbo) Mass, F6nd Glass. Sash P3211 Spacer (see eta 3) P44218 Scow Fla ns.4gorb;. • • • ' • • 63 P3218 SeriFt$re.Zert.. . •• • 64 133321 Sera Pin Orem Kea • • • • as P31181 Sateen p*h..lSxltFF63Pgia8s • 66 I .. 6S 0*., tac 67 P3020 Screen P4170 6.9 P3033 screen spring, SS 118026 fie* la441 w!F*,. j • 70 0.1112 4 Ghats; End • • 71 148026 •&r6 WO w/ F6gid 90111480110 • 72 113116 • Sonw( s 455p0rtYIx NC • • • • • ••• 2.709 PVC FRAME FIN -6026 3.128 PVC FRAME FLANGE -6031 FR. HOOK MPACT (SH SILL) ALUMINUM 6063 -T6 3118• L .217 1 REINF. S.B.R.IS.S.R. -1498 ALUM 6063 T-6 21/2° �I�1118• ANCHOR CLIP, 1504 ALUMINUM 6063 -T6 2 9116' • •• • • • • • • • • • • • • • • • • • 1.160 PVC SASH BTM. RAIL -6028 PVC SASH MTG. RAIL -6027 PVC SASH SIDE RAIL -6004 REINF. FIXED MTG. RAIL -1499 1440 --1 ALUM 6083 7-6 PVC FIXED MTG. RAIL -6001 PLAN VIEW OF ANCHOR CUP 301 3/4 1/4" PROP3ETARYAND CO3FIDE91716. .� THE INFORMATION CONTAINED IN T11 COMING IS THE 801.0 PROPERTY OF • 236!630510YBTEN6. 1163. AN4 REPRODUCTION IN PART OR AS A MOLE Yt1T • WRITTEN PERMISSION OF CUSTOM WINDOW SYBTEkM, WC. 18 PRON571T15). - • REINF. SASH MTG. RAIL -1497 ALUM 6053 T-6 1 111P 1.935 9,16" PVC SCREEN SUPPORT - 6014 PVC SASH STOP -6029 PVC GLAZING BEAD -6016 1.387 PVC SCREEN CATCH - 6013 FRAME CORNIER CC NSTRUCTION CORNER WELD (ALL SIDES) FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME ff i /4" SASH CATCH IMPACT 'ALUMINUM 6063 -T6 A I UPDATED PER NEW FBC REQUIREMENTS 1 07/07108 SW 44TH AVE. FLORIDA 34474 • • • • • • • • • • • • •• • • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • • • ••• 1/4" MAIL SHIM (SEE NOTE 2 & 3 ON SHT. 2) ANCHOR CUP • ••':;7•• ° STALLATION DETAIL WICLIPS - IMPACT SINGLE H HAWN BY: ADE • TE CAULK BETWEEN BUCK 212 (MIN. EDGE DIST.) AND OPENING BY, OTHERS CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER 0. 0 • • • • • • • • • •• •• • • CONCRETEOAASONRY BY OTHER: • ••• ••• • • • • • • \/ �IERTFAL 8% • • • TION MASONRYY) • • ••• EXTERIOR FINISH _Nor LM ? _ — BY OTHERS • a •• • as ;� • • • P • • • a ti$ • • ►.• •- •• A b e - • A t • • • • s. $y t •. a • 4.• • • •• • • • • • • • • • • ••• • • • • • • • • • • • •• •• • •• • • • ••• • • • • ••• 1 BY WOOD BUCK BY OTHERS ANCHOR CLIP INSTALLATION ANCHOR, 3N8' DIA. MASONRY ANCHOR. INSTALLATION ANCHOR, 3118' CIA MASONRY ANCHOR ANCHOR CUP R A. • •.• • + . •4 • •••• & ••• • •• • • • • • • • • • • • • 1JL (MW. EMBEDMENT) 21./Z (MIN. EDGE DIST.) 1.1/4• (MIN EMBEDMENT) 114 MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAUL( BETWEEN BUCK AND OPENING BY OTHERS I 114" MAX SHIM (SEE NOTE2 &3 ON EMT. 2) CONCRETE/MASONRY BY OTHERS T 1 BY WOOD BUCK BY OTHERS 1 114• (MIN. EMBEDMENT) LIZ (MIN. EDGE DIST.) 4 • • ■ • rNl A • A • • • • • • • • A . s A a. • •• a. n• QO HORIZONTAL SECTION 8 CUP (MASONRY) WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME JAMB ® ALTERNATE PRECAST BILL DETAIL CUP (MASONRY) • PBDPRIETARYAND CONFIDENTIAL THE NDNIRMATION CONTAINED IN T148 DRAWING ING D THE BOLE PROPERTY (77.0)5}6114 tMNDOW SYSTEMS. INC. ANY REPRODUCTION MI PART CRASA WHOLE WMU•TME WRITTEN PERMISSION OF CUSTOMPAINDCW SYSTEMS. INC. IS PROHefF Dr ANCHOR CUP • _a PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR. 3/18' DIA. MASONRY ANCHOR. - 1/4' MAX. SHIM (SEENOTE2 &3 ON SHT. 2) (MI5& EMBEDMENT) 2 (MIN. EDGE DIST.) • SW 44TH AVE. FLORIDA 34474 1 318' MN. EMBEDMENT) • 40 A INSTALLATION ANCHOR, A *10 WOOD SCREW • • • •• CAULK BETWEEN BUCK • A AND OPENING BY OTHERS • • ate • A 2 B BUCK BY OTHERS • • • • • • • CONCRETE/MASONRY II BY OTHERS a A• 6' A • • • A • ® HORIZONTAL SECTION CUP (WOOD) CWS -155 8 OF 0 • 1 BY WOOD BUCK BY OTHERS 1/4" MAX SHIM (BEE NOTE 2 & 3 ON BHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER I11 V4• MAX SHIM (SEE NOTE 2 A 3 ON BHT. 2) • A I UPDATED PER NEW FBC REQUIREMENTS 07/07/08 • • Q SW 44TH AVE. 4f1C ALA, FLORIDA 34474 (MIN ▪ EDGE DIST.) CONCRETEJMASONRY BY OTHERS CAULK BETWEEN B UCK AND OPENING B Y OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS WINDOW FRAME SILL DRYWALL BY OTHERS 1 BY WOOD BUCK BY OTHERS • • ••• • • • • ••• • • • • • • • • • • • ••• • • • f • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 114" MAX SHIM (SEE NOTE 28 3 ON 8HT. 2) CAULK UNDER SCREW HEAD BY INSTALLERS INSTALLATION ANCHOR, 3118• DIM. MASONRY SCREW %/NEOPRENE • BACKED WASHER THRU SCREW SUPPORT 1114 (MIN. EMBEDMENT) DRYWALL BY OTHERS .y CONCRETE/MASONRY •� BY OTHERS INSTALLATION ANCHOR, 3718° DNA. MASONRY SCREW WINEOPRENE BACKED WASHER THRU SCREW SUPPORT • • 4 �• (MIN EMBEDMENT) I • 1114" 21n • 4 �� (MAN. EDGE DMT.) 4 ;•; •4• INSTALLATION ANCHOR. 3718° DIA. MASONRY SCREW WINEOPRENE BACKED WASHER THRU SCREW SUPPORT HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 1/4• MAX SHIM t l (SEE NOTE 283 ON BHT. 2) SILL STOOL BY OTHERS CAUU( BETWEEN BUCK AND OPENING BY OTHERS EXT. FINISH BY OTHERS EXTERIOR FINISH BY OTHERS ® HORIZONTAL SECTION FRAME (MASONRY) PERIMETER CAULK BY INSTALLER WINDOW FRAME JAMB PERIMETER CAUL( BY INSTALLER CAUL( UNDER SCREW HEAD BY INSTALLER WINDOW FRAME SILL. PERIMETER CAULK BY INSTALLER 8 PT ONRY ALTERNATE PRECAST SILL DETAIL ® FRAME (MASONRY) (MIN EMBEDMENT) EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3118" DIA. MASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW SUPPORT r 114' MAX SHIM (SEE NOTE 2 8 3 ON wit 2) (MI EDGE DIET.) ® HORIZONTAL SECTION FRAME (WOOD) (MIN. EMBEDMENT) • DRYWALL Se'•' BY OTHERS 2 BY WOOD BUCK • • BY OTHERS • ,• • • ► INSTALLA ATION ANCHOR,'M0 DIA. 6 • . WOOD /NEO 8'BACKED WASHER THRUSCREW • • SUPPORT CAULK BETWEEN BUCK AND OPENING BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER MEOW FRAME HEAD WINDOW FRAME SILL CAUU( BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW wasp BY INSTALLER • • • • EXTERIOR FI?4 1 • • BY OTHERS • • • • SHEATHING %N°•TM t% • • • • • • • •• •• • • • • ••• • • • • • • • • • • • • • • • • • ••• • .r4 i31 • • • •• • • •• VFI ERB SE N (WOOD) • • 1 • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • •• • •• • • • : INSTALATION ANCHOR. • •B WOOD SCREW • •• »D •• • • • •• • • • • ••• • • • • ••• Li (NON EMBEDMENT) 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, i8 WOOD SCREW 1I4" MAX SHIM (SEE NOTE 2 & 3 ON UHT. 2) 114' MAX SHIM (BEE NOTE 2 & 3 ON SHT. 2) 2BYWOODBUCK BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS 2 BY WOOD BUCK BY OTHERS fi Z.. PROPNETN1YAMd COt�FtD@NTS. 9"- •- • THE INFORMATION CONTAINED myna DRAIMINO B THE SOLE PROPERTY WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS AWF1p LL, �1M�THD<1TT CUS WRITTEN PERMISSION OF TOM MOON SYSTEMS. INC. IR PRO1•QSTTi -T INSTALLATION ANCHOR, &8 WOOD SCREW WINDOW FRAME 111r Ii \li.;! ` JAMB (MIN EMBEDMENT) CAULK BEHIND FIN BY INSTALLER HORIZONTAL SECTION FIN (WOOD) • I ' a •'. o STAI.IATION DETAIL WOO OON &T. - I ATE ',- PVC SINGLE HUNG ADE 7172008 • liElD r {6 C��ii 8100 a NTS 'MG.No.: flV. LETTER: A SHEET: 8 OF 8 ii? c-,1::.i::: ~ '+" }� '• .ac • - 1 1/4` MAX SHIM (SEE NOTE 2 & 3 ON Slit 2) WINDOW WRAF BY INSTALLER PERIMETER CAUU( B Y ENBTAU.ER 7 , ' M00 SW 44TH AVE. Yc 6 FLORIDA 34474 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11 /1/2004 Applicant: JUSTINE Owner: RUDNICK JOB ADDRESS: 60 Contractor SALAMONE BROTHERS Local Phone: 305/949 -1839 Parcel # 1132060131461 NE 102 Building Permit Permit Number: BP2004 -1402 RUDNICK JUSTINE ST Contractor's Address: 590 N. BISCAYNE RIVER DRIVE Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 - 70 LOT 4 BLK 11 LOT Fees: Description Amount FEE2004 -10721 Building Painting Fee $60.00 FEE2004 -10722 CCF $0.60 FEE2004 -10723 Notary Fee $5.00 FEE2004 -10724 Training and Education Fee $0.20 FEE2004 -10725 Technology Fee $1.50 Total Fees: $67.30 Total Fees: $67.30 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 4/23/2005 Construction Value: $640.00 Work: PAINT AS AGREED Signed: (INSPECTOR) Page 1 of 1 oi° In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Florida Building Code Online BQS Home 1 Log In 1 User Registration Hot Topics 1 Submit Surcharge 1 Stets & Facts 1 Publications 1 FBC Staff 1 BCIS Site Map Unks i Search Product Approval USER: Public User Product Aooroval Mena > product or Application Search > Apollcauon List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report FloHda License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 miafevre @cws.cc Michael LaFevre miafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph ancws cc h Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • • • •• • • •• • • • • • •••• Evaluation Report - Hardcopy Received Roberto Lomas PE -62514 Keystone Certifications, Inc. 12/31/2010 •••• Steven M. UHch, PE • • Validation Checklist - Hardcopy R5V4 d Standard AAMA 450 -06 ASTM E1300 -02 ASTM E1886 -02 Page 1 of 3 nosancAl • • • • • •• •• • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • FL9520 R2 COI 510190B (Impact 3 i viullfvai).4f • • • • • • • • Year • 2006 2002 2002 http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param =wGEVXQwtDgvIHIvinuJRWcZ1... 6/9/2009 • • • • •• • • • • • • • • • Summary of Products FL # Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange a, plications. IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 53 1/8" Horiz. span, Max. 63" Vertical Span. Installation Instructions FL9520 R2 II CWS 150A (Impact 3 in Mull),pdf FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 5101908 (Impact 3 in Mull Eval).pdf Created by Independent Third Party: Yes %9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fln & Flange applications. (IMPACT) ' mlts f Use Ap • roved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 74 1/8" Horiz. span, Max. 76" Vertical Span. Installation Instructions FL9520 R2 II CWS -146A (Impact 4 in Mul1).pdf FL952Q R2 II DuPont PVB NOA 05 -1208 02.pdf FL9520 R2 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510194B (Impact 4 in Mull Eval).pdf Created by Independent Third Party: Yes 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use j Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impact, Max. 111 1/4" Horiz. span. Installation Instructions FL9520 R2 II CWS -192A (Impact 5 in Mull).pdf FL9520 R2 II DuPont PVB NOA 05-1208 02.pdf FL9520 R2 II DuPont SGP NOA 07- 1116- 04.pdf FL9520 R2 II Mikron NOA 06 -1220 Oipd4`' • Loma tit • •• Verified By: Roberto 1q Created by Independent Third Par y: Yes • • • • Evaluation Reports • • • • • ••• FL9520 R2 AE 510197B Im ct.5 in Mull Eva l.pdf Created by Independent ma Pry: Yes Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM E1996 -02 2002 PA TAS 201/202/203 1994 04/30/2009 05/04/2009 05/08/2009 06/09/2009 Back DCA Administration Next • • •••• • •• • • • • • •••• •• • • • • • • • • • • Department of Community Affairs • • • • • • Florida Building Code Online • • • • • Codes and Standards • • • 2555 Shumard Oak Boulevard • • Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgvIHvmuJI1WcZ1... 6/9/2009 •1 • • • • • • • Florida Building Code Online Page 3 of 3 • • • .. • • .. • .. • . • •••• •• •• •• •• • • • .. .••• • • ••• • • • • http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgvIHvmuJRWcZ1... 6/9/2009 • L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27012 336 -945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Product Line: 4" Mull Bar Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with the Florida Building Code. Product description: Extruded aluminum mull bar 1" x 4° 6063 -T6, part number 11-1604. Supporting Technical Documentation: 1. Approval document drawing number CWS -146, Revision A, tided 4" Mull Bar — PVC Mull Bar, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Test reports No.: NCTL 210 - 3424 -1, -1A, -2, -2A, -3, -3A, -4, -4A, NCTL 210 - 3426 -1, -1A, -2, -2A, -3, -3A, - 4, -4A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando FL. • Configurations tested: Vertical and horizontal mulled units; fin and flange installation. • Standards used for testing and results: o AAMAM/DMA/CSA 101R.S.21A440 -05, AAMA 450 -06, ASTM E1886 -02 and ASTM E1996-02, TAS 201, TAS 202 and TAS 203 o Mullions were impacted with #2 Southern Yellow Pine 2x4, length 92" and 9.251bs at 50 ft/sec. o Design pressure: t67.5psf o Water penetration resistance: 10.125psf o Cyclic Load Test: 1:67.5psf design pressure o Large Missile Impact, Level D, Wind Zone 4 3. Anchor calculation report No. 510195B prepared, signed and sealed by Luis Roberto Lomas P.E Limitations and Conditions of use: • Maximum design pressure: t67.5psf • Maximum horizontal mullion span: 741/8" • Maximum vertical mullion span: 76" • For window unit sizes attached to mullions refer to installation drawing. • Units attached to mullion must have their own separate approval. • Units mulled vertically without transom may be mulled indefinitely as Tong as maximum unit size is not exceeded. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; the mullion or individual window units. Installation: • • • • • • Mullion must be installed in strict accordance with installation instructions document CWS- 146, A. • • • Window units must be installed to substrate according to window manufacturer's installation inatructiens and/ • • • • approval documentation. • • • • • • • • • • •••••• • • • Certification of Independence: • • • • • • • • Please note that I don't have nor will acquire a financial interest in any company manufacturingrordistibutinj She • product(s) for which this report is being issued. Also, I don't have nor will acquire a financial i v any other.. entity involved in the approval process of the listed product(s). �� . , . • • • • • 1 of 1 Engineering Evaluation Report Report No.: 510194B • 4 • • • • • • • • • • OV ERALL HEIGHT 53 118' ANCHOR CUP 100 310:' MAX OVERALL WIDTH VBlai ratRtIn_N FOR PVC WINDOWS TABLE OF CONTENTg • • • GENERAL NOTES 4 ELEVATIONS...!11 • ANCHOR SCHEDULE ._ r._ .. 2 DESX3N PRESSURE CHARTS_. „ .3 EXTRUSIONS 8 B.O M1 _ MULL BAR SECTION YIEWS»..II ! tl.. •�.9 • INSTALLATION DETAILS... M • • • • • ANCHOR CLIP •• • • • • • ••• • • • • • • ••• 4" MUSS. BAR ELEVATIONS SHOWN W/DIFFEMENT OPTIONS • 1191/1M MAX. OVERALL HEIGHT • 3T - - - 1 ANCHOR •• OR PVC WJIDOW$� • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • •• • • • • ••• • • • ••• 74 1/8 . MAX OVERALL WIDTH ••• • • •• • • • • • • PROP1IIE1.tRY AND 000ISE MAR. • • • • ImfoRv.i@NOD1iSNtu N114S14Rkp18X1Ili SIE COL, • • • • • • � PFANICSION OP CUSTOM WINDOW SYSTEM•, NC. 18 • • • • • MULL BAR INSTALLATION R,,OUIREMENT$: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WMI THE FLORIDA BUILDING CODE, CURRENT EDITION. INC.UD30 THE MVHZ. 2. CONFIGURATIONS SHOWN: 1. VERTICAL 2. HORIZONTAL / VERTICAL 4. ALL MULLION EXTRUSIONS ARE 6083 -16 ALUMINUM. 5. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING 1S RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 7. RESPONSIBLRYOF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES. ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. O. APPROVED Ik1P'ACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN AREAS WHERE WIND BORNE DEBRIS PROTECTION I8 REWIRED. 9. REFERENCE TEST REPORTS: NCB-21044244. NUM 210.94244A. NCTL 21044242, NCTL 210-34214A. NCTL 210342409. NCTL 210.3424 -34. NCTL 2104424 -4. NCTL 210- 3424-4A NCTL 21034281. NCTL 210 - 3426 -1A. NCTL 21034282. MIL 210 - 3436 -2A, NGTL 210 - 3429.3, NCTL 2104423.3A, NCTL 21834284, NCTL 210- 3495.4A 10. 0561GN PRESSURES ANO INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 11. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES. LENGTH AND ANCHOR SCHEDULE. (SHEET 2 U: 3) ANCHOR 12. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLU.D SY THE LESSER DESIGN PRESSURE CUP OF THE MULLION W THE INDIVIDUAL WINDOW UNIT. 13. SINGLE UNITS 70 BE MULLED ARE NOT [LIMITED TO THOSE SHOWN IN.TIM DRAWING. SINOL5 UNITS TO BE MULLED 'TOGETHER MUST SE MANUFACTURED BY CUSTOM WINDOW SYSTEM, INC. AND MUST BE MADE OUT OF VINYL PVC. 14. HORIZONTAL ISJW M SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL TOP AND BOTTOM UNITS TOGETHER AND/OR TO THE HORIZONTAL MULLION. IS.V:RTICAL MULLED LNITS MAY BE MULLEM INDEFINITELY AS LONG ASTHE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HEREIN. SW 44TH AVE RIDA 34474 GENERAL NOTES 4 ELEVATION -4• MULL BAR j0747/08 31448 NOTES: ••• ••• • • • • • • ••• • • • • ••• • • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • •• •• • • ••• • • • ••• 1. INSTALL ONE ANCHOR AT EACH LOACTION ACCORDING TO THE SPACING SHOWN ABOVE. OR ACCORDING TO THE SPACING SHOWN IN THE APPROVED WINDOW UNIT NSTALLATIOH INSTRUCTION, WHICH EVER REQUIRES MORE ANCHORS. 2. IN CONCRETE CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 3/18° DIA ITV! TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 1 114' MINIMUM EMBEDMENT INTO SUBSTRATE. 3. IN WOOD CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 010 WOOD SCREW WITH A 010 WASHER OF SUFFICIENT LENGTH TO ACHIEVE A 1318° MINIMUM EMBEDMENT INTO SUBSTRATE. 4. AT MUWON LOCATION, ATTACH WINDOW UNIT THRU FRAME USING 018 x 1 HEX WASHER HEADTEK SCREW (ITEM 02). 5. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 8. FOR INSTALLATION OF WINDOW UNITS, SEE THE APPROPRIATE APPROVED INSTALLATION INSTRUCTION. 7. INSTALLATION ANCHORS SHALLOW IN ACCORDANCE WITHM7414CIR NS111UFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS ,' SHALL NOT BE USED IN SUBSTRATES:VI SIRE 40V1S TAN THE MIIIdUM STRENGTH SPECIFIED BELOW. ' , 8. INSTALLATION ANCHOR CAPAC i%S Fq�l FjER�IN EfrE BA$E%ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPF,J `' A. WOOD - MINIMUM SPECIFtLCC GIi4VgY GF 04.42 • • • • • • • 4 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI C. MASONRY • STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER) e • • • • • • *worm revoaBSICHDP CISROMWttalf SYSTEMS. tNC IS 2 • • • • • • • PROPR IMYANDCOM CIENTIM. - • A ' • • • • • WISE INFORMATION CONTAINED N MIS DRAWING IS THE SOLE PROMI TY Je • • • • • WAND= SWIM INC. ANY R TION N PART OR ASAW� SI """' PVC MULL BAR "Duet.: •■A A J UPDATED PER NEW FBC REGUIREMENTS 107/07/08 1 900 SW 44TH AVE. OCALA, FLORIDA 34474 . " ": ANCHOR SHCEDULE 7 NOTES • 4• MULL BAR SHAWN MY: N AAj • 1 E : 41131009 "EE. LErrSR: A N 2 F 7.148 • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • • ea; c ir rMjr; v'li 41 9 7 s• 4" HORIZONTAL M.LL DN 14'1604 WITH S-1522 GIP, IPA OT (DESIGN PRESSURE CAPACITY CHART, PSF) , • . WDTh W) (M INT H1) (1U) 1 35 47 55 59 63 71 741/8 CLP'TO JAM (2)B as (2)13 (2)B or (2)8 (2)8 ar (2)8 (2)8 or (2)8 (2)B or (2)B (2)8 or (2)8 ' (2)8 or (2)8 23 1/2 26 5/8 187.5 167.5 167.5 167.5 187.5 197.5 ±67.5 29 1/2 26 5/8 167.5 ±67.5 ±67.5 167.5 167.5 167.5 ±67.5 351/2 351/2 167.5 167.5 ±67.5 167.5 167.5 167.5 ±67.5 411/2 37 1/18 167.5 167.5 167.5 167.5 *67.5 167.5 A 167.5 471 /2 37 1/16 167.5 167.5 ±67.5 167.5 167.5 187.5 187.5 531/2 37 1/16 167.5 167.5 387.5 167.5 167.5 167,5 ±67.5 591/2 37 1/16 167.5 167.5 167.5 ±67.5 167.5 167.5 ±67.5 651/2 37 1/16 167.5 /67.5 167.5 187.5 167.5 167.5 ±67.5 71 1/2 37 1 /18 167.5 ' 167.5 167.5 167.5 167.5 167.5 167.5 72 37 1116 167.5 167.5 167.5 _ 167.5 167.5 167.6 167.5 76 37 1118 167.5 187.5 167.5 167.5 167.5 367.5 167.5 4" VERTICAL i H-1804 WITH S-1522 « `, N P A C T (DESIGN ' - - 'r • P art CHART, PSF) LN1 c'. 4 (1 ... 171/2 231/2 271/2 291/2 SNGLE tM 311/2 i ,V12, 351/2 « Ili 391/2 411/2 431/2 471/2 531 231/2 167.5 187.5 ±67.5 167.5 157.5 = .5 167.5 ±67.5 167.5 187.5 167.5 :1/2 167.5 1677.5 167.5 16.5 157.5 167.5 167.• 167.5 ±67.5 167. ±67.5 351/2 167.5 167.5 167.5 167.5 167.5 167.5. 167.5 167.5 367.5 167.5 r 167.5 411/2 367.5 167.5 *67.5 167.5 167.5 167.5 167.5 167.5 167.5 ±67.5 167.5 *67.5 387.5 387.5 167 5 167 5 167.5 187.5 387.5 /67 5 167.6 1 t 387.5 167.5 ±67 5 387.5 157 5 167 167 5 367.5 X7.5 *615 7.5 187.5 167.5 1677.5 167,5 167.5 167.5 ±67.5 ±67.5 ±67.5 187.5 651/2 167.5 W7.5 ±57.5 /87.5 167.5 167.5 167.5 187.5 167.5 ±67.5 167.5 711/2 *67.5 367.5 167.5 .:.5 167.5 167.5 167. 167.5 *67.5 367.5 167.5 76 167.5 367.5 167.5 187.5 187.5 167.5 187.5 167.5 ±87.5 167.5 187.5 . A ! UPDATED PER NEW FBC REQUIREMENTS j27 •• • • • • • ••• •• OOOOOO •• • •• • • • •• ••• •• ■ ∎. b ' _. • • • • • • • • • norrararemecaroana 41 4 •� • • • • • • • • • • THE a nw cmNW= one o isn eeae . y ,, • • • WINDOW 6r8TE16, NO.MIY1�R0006flON IN PAATONN3A f ,,.. �. . ;, • • • • • • • • • • • • • • • WWlTlNPEA dONOPQAtI'OYWl41O1l8Y81se eas { _' ma y{, 1 i • er c' ' e•6 v 4 ' ,, t 1 . " 3 •r 4pj 'S a - ... • _ L ' '{ $ •: .Fl..lfi fitu / J , SW 44THAVE. , FLORIDA 34474 a PI D PRE88URE mows. 4' 1U Oat PVC MULL BAR d :, , .: ,i _- 48 ^' " r i t .. 8 • - • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • • ea; c ir rMjr; v'li 41 9 7 s• V EM NO. PART NO. 2 3 4 5 6 7 8 9 H -1604 P-3767 8 -1522 S-1606 8-1572 S -1571 2 3116• fur RETRO OL,IPP4:) S- 1522:: • • ALUMINUM 13Ofi3:Ta : • • : • (FIN) MULL, 13/8° x 4" PVC SPECIFIC #10 x 1" HEX WASHER HEAD TEK #10 x 1 1/2 ", PANHEAD PHWPS ZINC #10 FLAT WASHER RETRO FIT MULL ANCHOR CLIP HORIZONTAL ANCHOR (PVC SPECIFIC) CAULK DRIP ADAPTER FLANGE ADAPTER • DESCRIPTION •• • • • • • ••• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • 2 3/16 • • (FLANGE) 4718 39 13n6 1 HORIZ. ANCHOR S-1606 ALUMINUM 6063 RETRO CLIP(4 ") S - 1522 . • ALUMINUM 6063 -T6 44.■ tea p i • • • P110P1�fAt1Y ANf µ is ..� • !• r► . :A 10 • • •THE 4T10N CONTANEO IN 'Nos pR ft£ ' N • • • • WNOOW SYSTEMS. MANY /CTIONIN PAN A! WRITTEN PER6I�ION OP custom meow '# W18 DRIP ADAPTER 8-1572 ALUMINUM 6063 -T6 . 1 1. 1 Blr FLANGE ADAPTER S -1571 ALUMINUM 6063 - T6 4" MULLBAR H - 1604 ALUMINUM 6063 -T6 Eir 1 1900 sw 44TH AVE, OCALA, FLORIDA 34474 srroas: PVC MULL BAR ay: Am • LET' L►t: A t A UPDATED PER NEW FBC REQUIREMENTS 1070108 T I LE : EaRUsioNs aBBL OPMATERIALS - 4' MULL BAR t a 4/13/2009 mu. NO: CWS -14B APR% 40F7 • • • ••• • • • • • •• • • ••• • • • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • •• • • • ••• NOTE: CAULK BEHAM FU 3. PRIOR TOE 0 0 WINDOW FRAME HOR NT M BA B wnvnow FRAME •. • • • • • • •• • • • • 1. INSTALL NORMNERT ANC P14 3 frTO ATUCHIN • • • • VERTICAL MULL BAR. • • • • • • • • • • • • • • • • • • 0 0 0 WINDOW FRAME I I FRAME CAULK REMIND FLl3 PRIOR TO ATTACHING TO MULLION = ! � • • • • • •• • • • •• ••• •• e r ' • • • PRCPRbT$AY MAL . 0 • • THE 9.1F0R1MTION CONPA• D EMUS DRAWING E THE SOLE PROPFATY�TON • fNNAOW S Affi� YS7ENS. DS 'i.11NYROOLIDTIOTl>AIPARTOR AS Avo 10LH ial • tworr N PERM IWON OP OtlSTOM WNO S WY BTTEII* NC. ® PROFEIR'6t CAULK REHM FLO. PRIOR TO ATTACHING 141 M1r •.• L. 4 FL. P� i 0 0 i 'T 0 SEE NOTE j I A l WMDOw FRAME UPDATED PER NEW FBC REQUIREMENTS LO7107{08 SW 44TH AVE. FLORIDA 34474 WMC MINI V EWS -r MLLLEAR 4113/2009 CWS -149 50F7 • • • • • •• • • •• • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • ••• 00 •. .•♦4 • •• e • . • • • pp tt ' .• � • • St: ► •• A • 11. • • DS (MN EDGE T) 00 — _ te r • ••• 00 •• 4 • • r D INB�Tr3116• MASONRY ANCHOR, W)TH WASHER 4 INBT� �aN� � WITH WASHER (41.) CAULK BETWEEN FRAME AND OPENING BY OTHERS BY CONORET&MASONRY BYE1 � FINISH PBY CAULK PLEHAU.E RETRO FIT MULL BAR CUP (SEE NOTE 2) VERTWAL MULL BBA MBAR CUP PERIMETER CAULK BY i7 � TE FINISH OTHERS CONCRETEJMASONRY BY OTHERS • gTgULI_ EA H D 9EN:TIDN CU REIRO FIT P (MASONRY► • • •• • • • • (MN EIABEDMENT) t BY WOOD BUCK BY OTHERS CAL MULL BAR I SILL STOOL BY OTHERS ,41 . (SEE ROTE) WHO •• • • /E1 YE(�CA U YON , J ••• ••• �•• • • • • • • • • • • • • • • IN FINISH BY OTHERS INSTALLATION ANCHOR, WITH WASHER (4 YANCHOR 2 i G ! M S . . INSTALLATION ANCHOR 3/I B• DIA. MASONRY AN�,HOR, WITH WASHER (4x) Luc SHIM AS REt3'O TO MAKE LEVEL FOR MULL BAR 4/41 N9 •, • • • • • � •• • • •• • • • • • • • ••• • • • • ••• • • • • ••• • • • • -• • • • • • • ••• • • • ••••• • ••••••• • • • ••• • • • • ••• 1 114• NMENr) INTERIOR FINISH B OTHE CAULK OKAYED( MAE AND O(WINING NOTE: 44"4!;, •4.4• BY OTIIERS •` 4 4 1 BYWOODBUCX • .4.4 BY OTHERS • • • CONCRETEAIASONRY-' EXTERIOR FINISH BY OTHERS SY OTHERS E �HORIL RE'f1A0 MUU.JAMSSECTIdV FIT OUP (MASONRY) CONCRETFJMASONRY BY OTHERS PERIthETER CAULK BY INSTALLER EXTEROR FI�N48H BY OTHERS MULL BAR AR BY %TALI ERCAULK MULL BAR CUP A• ••A.e A . • A 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION 2. RE RETRO FIT CUP 1/4• FOR CLEARANCE WHEN )NSTALLING WINDOW UNITS 1- AL R TE_P { � A lL HORIZ MULL BAR RETRO MULL BM CLIP (SEE NOTE 2) • PMOPRIITIAYAlmCONIFEEM AL L MN CONTAINED IM MO DRAWING IS THE BOLEMWPERLS{ SYMMS,OC. UCTION •I PMSTORASAWHOLfi Q S ' i L f 4 •' PERMERU�I'I OF CUSTOM WINDOW BI EMS. NC. IS PROMIT <, 1 FL. P.E 8251i t .� - .. ..`Ilit4aa +t� PERIMETER CAULK o )SH BY NSTAU.ER M i L L EAR INSTALLATION ANCHOR, 3/11f DIA. MASONRY ANCHOR, WITH WASHER (4(1) EM EMBED/AWNS) e D A , UPDATED PER NEW FBC REQUIREMENTS j D7/07A08 1418014 44TH AVE. FLORIDA 24474 RETRO FIT CUP/MASONRY NSTALLATKN • 4• MULL BAR 4/1912008 CW= 1 5OF7 MINT) (MIN EDGE DIST) INTERIOR PINISFH BY OTHERS 4 •..: • • • • )•) CAULK BETWEEN • . FRAME AND OPENING • b • • • •BY OTHERS ••,4• N. ♦ • • •, , CONCRETEAAABONRY BY OTHERS •, • BY WOOD BUCK BY OTHERS • Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11 /1/2004 Applicant: JUSTINE Owner: RUDNICK JOB ADDRESS: 60 Contractor SALAMONE BROTHERS Local Phone: 305/949 -1839 Parcel # 1132060131461 NE 102 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -1402 RUDNICK JUSTINE ST Page 1 of 1 Contractor's Address: 590 N. BISCAYNE RIVER DRIVE Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 4 BLK 11 LOT Fees: Description Amount FEE2004 -10721 Building Painting Fee $60.00 FEE2004 -10722 CCF $0.60 FEE2004 -10723 Notary Fee $5.00 FEE2004 -10724 Training and Education Fee $0.20 FEE2004 -10725 Technology Fee $1.50 Total Fees: $67.30 Total Fees: $67.30 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 4/23/2005 Construction Value: $640.00 Work: PAINT AS AGREED In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: CAULK BEHIND FIN BY OTHERS WINDOW SRAP EXISIIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER RETRO FIT MULL BAR CUP 4* VERTICAL MULL BAR WINDOW WRAP . BY OTHERS PERIMETER CAULK BY INSTALLER CAULK BEHIND FIN BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHING BY OTHER ON VERTICAL ML4 „T./RETRO CUP /RN HOME (WOOD) 4• VERTICAL MILL BAR �. li_ _____ w, IOW torr ••• � • • • • .•• ..y SHEATHING BY • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • • ••• • 2 BY WOOD BUCK BY OTHERS L314 (MIN. EMBEDMENT) FIT MULL LB BAR CUP MN. EMBEDMENT) •s • • BUCK", • •• •• VERn IgLSILL SECTION RETRO CUPA.1 FRAM (WOOD ••• ••• • • • • • • • • • • • • • • • • • • • • • qAI e • • • • • • • • •• •• • • RSTALLATION ANCHOR. 410 WOOD ANCHOR. WITH WASHER (4K) INSTALLATION ANCHOR. 1110 WOOD ANCHOR, WITH WASHER (4X) • • • ••• • • ••• • • • • ••• NOTE BY OTTHEERR BUCK SHEATHING BY OTHERS EXTERIOR RNISH BY OTHERS L ( EMBEDMENT) CAULK BEHIND FM BY OTHERS WIKKFAI WRAP BY OTHERS 1, RECESS RETRO FIT CLIP 114• SO MULL BAR - WILL BE FLUSH AGAINST WOOD BUCK AT AND HEAD. PROPIXTARY ANDCO f AL NIFORAIATION CONTAINED al YNIB fRUMM 12 THE BOLE PROPERTY OF { g} t OMY elereell.810. ANY RAPROaucma %PARTCRASAWtiffiE T1EN PEAL MORON OF CUSTOM WIDOW SYSTEMS. ea B PRWPBDfED. INSTAL ATON ANCHOR. MO WOOD ANCHOR. WITH WASHER (4X) PERIMETER CAULK 4' NORM BY INSTALLER MULL BAR MULL JAMB SECTION RETRO CUP/FN FRAME (WOOD) RETRO FIT MULL BAR CUP • r .1 '� • L ROBE ISi -� c FL e.g. 4• A J UPDATED PER NEW FBC REQUIREMENTS 107/07/08 44TH AVE. RIE A 34474 Fit CUP/FIN WOOD MSTALLATION= 4 MULL BAR 4/13/2009 7 OF 7 5-146 BQS Home 1 Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge 1 Stets & Facts 1 Publications FEE Staff BCIS Site Map 1 'Unks E Search Product ApprowthemL > Product or Application SeamI > Aonlication U FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Product Approval USER: Public User Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) pplication Detail Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph@ Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer # Evaluation Report - Hardcopy Received Lucas A. Turner PE - 58201 Keystone Certifications, Inc. 12/31/2010 24: RO C Standard AAMA/101 /I.S.2/A440 -05 ASTM E1886 -02/05 ASTM E1996 -02/05 Steven M. Urich, PE •••• • • Validation Checklist - Hardcopy Received' • • • 82 -7 •• • • • • • • • • • • • •••••• •• •• • • • • • • • •••• • • • • •• •••• • • •••• • •• •• • • • • • • •• • • • •• • I S m.ax ' _ P. • Y@ar 2005 2002 2002 • ••• • • 5/20/2009 • • • mma of Products FL # Model, Number or Name Description 12248. HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 73" x 62 ", XO or OX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Installation Instructions FL12248 RO II CWS -399 (HS -8200 Impact 73x62 75DP).pdf Impact Resistant: Yes Design Pressure: +60/ -75 Other: Large Missile, 73" x 62 ", DP = + 60, - 75 psf, Impact. FL12248 RO II DuPont SGP NOA 07- 1116- 04.odf FL12248 RO II Mlkron NOA 06 -1220 01.pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL12248 RO AE EvalReport-HS8200-73x62lmpact- DP75.odf Created by Independent Third Party: Yes Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved PA/TAS 201/202/203 1994 03/04/2009 03/04/2009 03/11/2009 04/07/2009 Back Next DCA Administration •••• • • • • • •• • • ••• •••••• • ••• •••• • • • • • • •••• • • • • • • •• •• • • OOOOO •••• • •••• • •• • • • • • • •• •• • • • • • • • • • • • •• • • • • • • • • • • • •• • • • Lucas A. Turner, P.E., MBA 162 Rocky Creek Lane Hillsboro, TN 37342 Ph. 931- 315 -0049 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, OX (or XO) configuration, 73 "x62" size, 3 /16Ann — Air — 3/16- .090SGP -3/16 glass, +60/ -75 PSF Manufacturer: Custom Window Systems, Inc. 1900 SW 44 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of Florida Product Approval Rule 9B- 72.070 (4). This product complies with the requirements of the Florida Building Code. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -399, signed and sealed by Lucas A. Turner, P.E. on 3/3/09. 2) Test Report NCTL- 210 - 3569 -1, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., with test completion date 10/27/2008 a. Testing Performed: TAS 201, 202, 203 1994 3) Test Report NCTL- 210 - 3569 -1A, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., with test completion date 10/27/2008 a. Testing Performed: AAMA/WDMA/CSA 101/LS.2/A440-05 b. Testing Performed: ASTM El 886-02/05 and ASTM E1996 -02/05 4) Supplemental Calculations to support CWS -399, signed and sealed by Lucas A. Turner, P.E. on 3/3/09 Installation: Units must be installed according to approval document CWS -399. Limitations of Use: This product: • May be used in sizes up to 73" wide by 62" tall unit size (74.25 "x63.25" flange size) in OX or XO configuration, with max. daylight widths of 32.4375" on the fixed panel and 32.563" on the sash • Achieves a design pressure of +601-75 psf • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone •••• • Requires 3 /16Ann — Air — 3/16- .090SGP -3/16 glass minimum • • • :. •. • Requires Dupont SentryGlas Plus Interlayer per Miami -Dade N.O.A? 07 t 1 16.04 " ". • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.R. 06- 1220.0 • •. .. •• Certification of Independence: I do not have, nor will I acquire, a financial.foteiest in Custom Window Systems or in any company manufacturing or distributing products Jloriittich taisdeport is being issued. I do not have, nor will I acquire, a financial interest in any otfiei entity involved in the approval process of this product. w s, PP P P � ► �. ,, Itsc .% k -4. bn ' .' `•' ter•., .• Evaluation Report March 4, 2009 • .• • • • • •. • • 34%a9 Lucas A. Turner, P.E. FL PE #58201 • • .•.••• • • • •• • • • • • • • • • HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) • • • ••• •• • • • • • • • . • TABLE OF CONTENTS • • • • • • • ••• • • •• • • GENERAL NOTES & ELEVATIONS.........--1 ANCHOR SCHEDULE AND NO •.• • DESIGN PRESSURES& y __ •3 SECTION VIEWS �» ____� _. «- .. •4 EXTRUSIONS & BILL OF MATERIA•S.........15 • INSTALLATION DETAILS....---M.....-2-11 • • • • • • • • • •• • ••• • • • • • • • • ••• • • • 511R• 589/18° GLASS MAX DLO SASH HEIGHT PROPRIETARY AND COMMENSAL THE B•FORMATION CONTAINED IN THIS DRAW WG IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE • WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, MC. IS PROHIBrED. • • PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: 13X% °XO° 4. DESIGN PRESSURE RATING: (SEE TABLES -SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAIL 8. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL, HEAD & SILL 8. REFERENCE TEST REPORTS: NCTL•2103589 -1, NOTL- 210. 3589 -1A 8. SIRES / MODEL DESIGNATION HS -8200. 9. IX OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER AU. LOADS TO STRUCTURE, BUCK AND FRAMING IS REBPONSIBILRY OF ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X. OPERABLE SASH. 0 FIXED SASH 11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LUCAS A. TURNER, FL P.E. NO. 58201 Z v ? • No 58201 "VP t; * :*_ vs_ STATE OF W .7 1 . I :,.5 � { .... P ` . • � . , „S /ONA� � . WINDOW SY STEMS 1800 SW 44TH AVE. OCALA, FLORIDA 34474 : GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT SERIES: 8200 7NAWN SY: AAJ 4ODEL: HORIZ SLIDER S te: NTS 1EV.LL?ii ATE: 11/6/2008 D WG NO.. CWS -399 SH : 1 • • • •• • • • • • • • • • • •• •• • • • • • ••• • • • • • ••• • • • • • • • • • • • • •• •• • • • ••• ••• •• • • • • • • • •• •• •• • • • • • • • • • • • • • ••• NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1/18' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3/18` DIA. ELCO TAPCCN MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4• INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2' SHALL BE ACHIEVED. 5.810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/8' INTO 2 BY WOOD BUCK. 8. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 7. ALL INSTALLATION ANCHORS MUST BE MADE OFA CORROSION RESISTANT MATERIAL OR COATING. DISSIMILIAR MATERIAL MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: • • ••• - • A. W000. MINIMUM SPECIFIC G • • • B. CONCRETE - MINIMUM COIMP S E�1 O� 1,200 Pre C. MASONRY. STRENGTHg CONE O 4STiI Ci840, GRADE N, TYPE 1 (OR GREATER). 10. SEAUNG AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE SY OTHERS. /p7 �+ f • •• • • • AND • • • • THE ,INFORMATION CONTAIN 8 DRAWING 18 L PROPERTY OF CUSTOM • • • • • • • WRIT PEER6/IISS N OF ANY REPROXICTION IN 1 SYSTEMS. PASTOR 18 PROM 7HE INSTALLATION ANCHORS TYP. LUCAS A. TURNER, FL P.E. NO. 58201 » Vttt J t J • �. • 9 P ptttf LO W T e. , v y f No 53201 ;Pa I *; * ;tS :. r .. STATE OP 4 lC -4 1 % 0 R;Op'G t ttttttttttt t WINDOW SYSTEMS 1900 SW 44Th AVE. OCALA, FLORIDA 34474 TITLE: C HC>FI SCHERI.ILF R tER(t : 8200 MDDd HORIZ. SLIDER CITES -1 ARGF : AAJ NTS LETTER: 3 $II F IMPACT 34 11/8/2008 Dav NO.: CWS -399 SHEET: 20F6 • • • • • • • • • • • • •• • • • • • ••• • • • • • • •• • • • • • • • • • • • •• •• • • • • • ••• +60/ -75 +60/-75 +60/ -75 +60/ -75 +60/ -75 +60/ -75 HEIGHT (M ' A ' +60/-75 +60/ -75 +60/-75 +601 -75 A +60/ -75 +60/-75 +601-75 +60/ -75 243/4 271/2 291/2 31 1/2 35 1/2 41 1/2 431/2 47/2 541 /4 62 GLASS TYPE 17 7/8 291/2 31 1/2 A A A A A A A A A A +80 /-75 +60 /-75 +60/-75 +60/ -75 +601 -75 +60-75 +601-75 +80/-75 +60/ -75 +60/-75 +80/-75 +60/ -75 +60-75 +60/ -75 +60/-75 +601-75 +60/-75 +60/ -75 +601-75 +60 /-75 +601-75 +601 -75 +60 /-75 +60/ -75 +60 /-75 +60/ -75 +60/-75 +80/ -75 +601-75 +60/ -75 +60/-75 +60/-75 +601 -75 +60/-75 +60/ -75 +601-75 +60/ -75 +60/-75 +60/ -75 39 1/2 41 1/2 431/2 49 511/2 +60/-75 +60/-75 +60/ -75 +601-75 +60 /-75 +60 /-75 +60/-75 +60 /-75 +60 /-75 +60/ -75 +60/-75 +60/-75 +60/-75 +60/ -75 i-60/-75 +60 /-75 +60 /-75 +60/ -75 +60 /-75 +60 /-75 WDTH(IL) +80 /-75 +601-75 +60/ -75 +60/-75 460/ -75 +60/-75 +60/ -75 +601-75 +60/ -75 +60 /-75 +60 /-75 +60/ -75 +60/ -75 +60 /-75 +60 /-75 +60/ -75 +60/-75 +60/-75 +80/-75 +60/-75 +60/ -75 +60 /-75 +60/ -75 +60/ -75 +60 /-75 +60/ -75 +60 /-75 +60/ -75 +60 /-75 +60/ -75 +60/ -75 +60/-75 +60 /-75 +60 /-75 +60/ -75 +60/ -75 +60/-75 +60- 5 g +60/ -75 551/2 591/2 3, +60 /-75 +80 /-75 +60-75 +60/ -75 +80/ -75 +60/-75 +60/-75 +80/ -75 +60/ -75 +60/ -75 +60/ -75 +60 /-75 +80 /-75 +80 /-75 +60/-75 +60/ -75 +60/-75 +60/ -75 +60/ -75 +60 /-75 +601-75 +60/ -75 +60 /-75 +60/-75 +60/ -75 +60/ -75 +60/-75 +601-75 +60 /-75 +60/- 5 +60/ -75 +60/-75 +60/-75 +60 /-75 NOTE: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE •• • • • • ••• • • • • • • • ••• • • ••• ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • •• • • • • ••• 7/' OVERALL INSULATED GLASS 3118' ANNEALED GLASS 1/4' AIR SPACE 7/18° LAMINATED 3/18' ANNEALED GLASS .090 SENTRY GLAS PLUS 3/18" ANNEALED GLASS SIMPLEX 6220R HOTNIELTTRUSEAL'H' PROPRIETARY AND CDNRDFNRAL THE INFORMATION CONTAINED IN THIS DRAWING I8 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. PRDHIBrED. LUCAS A. TURNER, FL P.E NO. 68201 tNBIbtIAI ,,,PNp ' A 3 /3 Ai t . V � . No 58201 1 :541 : • t A - SL STATE OF 1 ~ �i Nr ..OR... r • r4 CI 1900 SW 44TH AVE. OCALA, FLORIDA 34474 • DP CHARTS / GLAZING DETAIL - LARGE MISSILE IMPACT §FRIES: 5200 DRAWN AY: APa1 +DATE: 11/6/2008 SCALE: NT$ bwG. NO.: CWS 399 MODEL' HORIZ. SLIDER VV. LEVER: HEFT: 3 OF • • • • • • • • • •• •• ••• • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • •• •• • • • ••• 1 • • • •• • • • • • • ••• • • • • • • • ••• • • • • • • • • •• • • ••• TYPICAL VERTICAL SECTION • • NOTE: i)O 8 SASF4OUT IWTAY • • • •• • • • • • • • • • • • ••• 7,29.3641.42.43 0, 53, AND 54 ARE USED BUT NOT OWN FOR CLARITY. • •• ••• • • • • • • •• •• • • • • ••• • • • • • • • • • • • • • ••• • • •• • • • • • •• Q_T_YPICAL VER TICAL SECTIO NOTE: QIOW19 0 E�LRE CUT AWAY PROPMETARY A ND CONFIDENTIAL THE INFORMATION CONTAINED P) THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • • • WINDOW SYSTEME INO. ANY REPRO]UCTION IN PART OR AS A WHOLE WITHOUT THE • • WRITTEN PERAUSE=N OF CUSTOM WINDOW SYSTEMS, INC. IS PROMPTED. ® TYPICAL HORIZONTAL SECTION NOTE: LEFT SHOWS PIXED LITE CUT AWAY, RIGHT SHOWS SASH CUT AWAY LUCAS A. TURNER, FL. P.E. NO. 58201 " '0' .AGREW t oo ` ��. O q , . ERI,�' '• WINDOW SYSTEMS v . No 58201 OS 1900 SW 44114 AVE. * : ; * OCALA, FLORIDA 34474 * i ^ 'ATLE- " : SECTION VIEWS - LARGE MISSILE IMPACT w931 STATE OF �$!ti :4 §811189: URAWNBY: )ATE %.,19".* io �, O R t O ��'� u `� ooEL SCALE' AA y wa NO. i 1f612008 �yS ` 4 OlVAI � ��`� , HORIZ. SLIDER NT3 CWS -399 � q � t �„ Uat f� , 9EV, Lt 11 tN: _ >HEET: 4 OF 6 1877 P47804 84832 P4089 P4478 Top43ot filler track 13bzebeed FIXED SASH P3839 P4113 x t1r9' 884 1/2' Barrel Fastener 18x Mad PHTEC,Wld. seam :,� : , Cup Ms 1/2` Hole Sin Rex 552 Set , 85 Oz, /8' x W/8" x 2' Lg. 718' q (3/18'A.•7/113 A.) 7/8' 13 (3/1 rA.- 7n5'SOP 88x3/4 R1 FH'It3CC Screw ... PVC 110x1 1/2' Rm Washer 5.1558 8.1112 84005 P-3218 P4321 P3228 Y10ac4 Catch, Heed FIe)!daraai d,1ta d,Jemb for 8.1577 Amt -0t as Screen lrerre Sayan Corner key Screen Spline Lem* Pert ft Omer Vendor 1 1+6031 M e n P r , SH, w/F10., W G I lead NUwn 2 1+8031 Men Fr, 841, wale., PVC, SI Mbon 9 1+5031 Mein Fr, 81{ w/Re.. PVC, L. Micron 4 14 031 Aaatr Fr, SAL w/Ho., PV PL Jb. Micron 8 7 8 9 10 11 12 13 14 15 18 17 18 19 20 38 39 40 41 42 43 44 45 48 47 47 Strew Materiel 03433 HolneS. TruSeal, "W TruS•al CORNER WELD (ALL SIDES) • — 4'•— •--=---' • ••• •• •• • - . I FRAME 11111PACT HOOit -457a ALIvN17g r0' • • • • • • • • • • • •• •• • 2 11/18' ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • •• •• • ••• • • • ••• PVC FRAME FLANGE -6031 PVC SASH BTM. RAIL -6028 HEAVY DUTY MEETING RAIL -1681 ALUMINUM 6063 -T6 314' 15!1 Ci i 1/18' REINF. SASH RAIL -1699 ALUMINUM 6063 -T6 ••• •• • • • • •• • 8' • • 1 5/8' 3n8' PVC SASH MTG. RAIL -8027 PVC SASH SIDE/BTM RAIL -6004 REINF. S.B.R./S.S.R. -1498 ALUMINUM 6063 -T6 114' PVC SCREEN CATCH - 6013 • •• • • • • • • PROPRIETARY ANDCONFIDE46AL r 701 inr PVC GLAZEBEAD -6064 3/3./c' • • • • THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • WINDOW SYSTEMS. INC. ANY REPROGUCT ON IN PART OR AS A WHOLE WITHOUT THE WPoTTEN PERMISSAN OF OUSTOM WNCOW SYSTEMS. NC. IS PROHRFED. 1/18' REINF. SASH MTG. RAIL -1497 ALUMINUM 8083 -T8 PVC SCREEN SUPPORT - 6014 LUCAS A. TURNER, FL P.E. NO. 58201 1 5/8' SCREW SUPPORT -3113 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 lODQA HORIZ. SLIDER 3/8' ROLLER TRK 1678 s' ALUMINUM 6063 -T6 • TRtE. EXTRUSIONS / S.O.M: LARGE MISSILE IMPACT bERIES: 8200 'DRAWN EY: AA.I BATE: SCALE: NTs AEV. LETTER: FRAME CORNER CONSTRUCT)ON FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1 1/4' 11/6/2008 °' NO.. * CW3399 814EET: 50F 1 BY WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER SILL "•5 'c1.; .•` . • RYSCREW BACKED WASHER SUPPORT. FRAME PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS s • •s.z .o • A p • • p • �•• • o • CONCRETEIMASQNRY BY OTHERS CONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS • p A•• DIA RENE CREW CAULK BETWEEN BUCK AND OPENING BY OTHERS BY OTHERS INSTALLATION ANCHOR, 3118" DIA MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. BUCK 1 BYYORS 1/4" MAX SHIM (SEE NOTE 2 & 3ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER DRYWALL OT H"R BY INSTALLATION ANCHOR, 3118" DIA MASONRY SCREW sr/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER • • SILL STOOL BY OTHERS • • • • USE SOLID WOOD • • SUPPORT TO MAKE • * SPILL LEVEL, BY OTHERS •• • • •• ••• • •• ••• ••• �•• ••• • • • (UN VERTICAL SEETIOIt • • • • • • • • lQJ PRPV (MASONRY) • • • • • • ••• • ••• • • .•• • • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • •• •• • • • •• •. . • • • ••• • • THER BY r ►ti' l • •; 4; •• • 4 •4 • a ' . • • HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 114" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CONCRETENIASONRY BY OTHERS WINDOW FRAME JAMB EXTERIOR FINISH - PERIMETER CAUL IC BY OTHER BY INSTALLER (fEE HORIZONTAL SECTION \AI FRAME (MASONRY) WIDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS PROPRIETARY MID CONFIC0rML THE INFORMATION CONTAINED IN MS DRAWING N 114E 601.E PROPERTY OF CUSTOM • • • • WINDOW SYSTEMS. INC. ANYRFPROTUCTION IN PART OR AS A WHOLE WITHOUT THE • • WRITTEN PERMISSCN OF CUSTOM WINDOW SYSTEM, INC. is PRQIISrSD. WINDOW FRAME JAMB INSTALLATION ANDHOFI. 3/16' DIA MASONRY SCREW w /NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER r 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) RECAST SILL DETAIL FRAM (MASONRY) LUCAS A. TURNER, FL P.E NO. 93201 as µuurU ry o „o`'p,NDREW T i J ' N• 58201 • ..7: 7(5/01 r t 4 G STATE OF • ZBt�� t tttttttt t tttttt PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS ((FF.\� HORIZONTAL SECTION l�J FRAME (WOOD) CAULK BETWEEN BUCK AND OPENING BY OTHERS (MIN. EAR DMENT) � ; ORYWALLBY 0 0 OTHERS • INSTALLATION ANCHOR, • #10 WOOD ANCHOR W/ NEOPRENE BACKED • . WASHER THRU SCREW SUPPORT. 4. s 2 BY WOOD BUCK . • • BY OTHERS a 17,4 WINDOW SYSTEMS 1800 SW 44TH AVE. OCALA, FLORIDA 34474 })TLE: INSTALLATION THRU FRAME DETAIL • LARGE MISSILE IMPACT bERIEB: 8200 SPAWN BY: AAJ 'i1TE: 11/6/2308 MODEL: SCALE' �1 NG NO HORIZ. SLIDER • NTS CWS-399 3HEET REY.LETTER: _ 8 OF6 Ji L NOV 2 3 2009 •• •• ••••• • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • •••• • • • • • • • • • •••• • • • • • • • • • • •• • • • •••• • • • • •• • • • • • • • It r Miami Shores Vi la :le APPROVED BY DAI r , ' ZONING DE , , ,„ �� p ii BLD 1 SUBJ CO `" IANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Ji L NOV 2 3 2009 •• •• ••••• • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • •••• • • • • • • • • • •••• • • • • • • • • • • •• • • • •••• • • • • •• • • • • • • • It r