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HomeMy WebLinkAboutBuilding Permit Application (6) I Ark Electric of Vero Beach, ,' Inc. E Invoice 4360 2nd Circle Vero Beach, Fl 329,68 DATE INVOICE NO. 1/19/2017 13201 BILL TO JOB Bath Construction Cooper 2220 28th Ave Vero Beach, EL 32960 '.d . 'f r P.O.NO. I's ± DESCRIPTION AMOUNT Repair underground power cut by gas company 0.00 Material 35.00 2 hrs 160.00 ,f 1 .I i' j I f i I, 1 i I � I I I 1 { b: Total $195.00 I , REV DESCRIPTION REVISIONS DATE APPROVED NOTES: A ADDED NOTES AT GLAZING DETAILS 07/15/13 R.L. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH B REVISED INSTALLATION 02/23/15 R.L. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. DETAILS DIMENSIONS 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RIGID PVC. 6) UNITS MUST BE GLAZED PER ASTM E1300-04 SEE SHEET 4 FOR GLASS DETAILS. 7) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS._ 8) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9) FOR NAIL FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #1D WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12) FOR ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13) ALL FASTENERS TO BE CORROSION RESISTANT. 14) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS ANCHOR INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM 15) APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED WIDTH NOR HEIGHT OF APPROVED RECTANGULAR SHAPES SHOWN IN SHEETS 2 AND 3. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. SIGNED:02/25/2015 M TABLE OF CONTENTS 1543 NORTH OWERLINE RD. \��\\�?R!I Lo�il.�� SHEET NO. DESCRIPTION POMPANO BEACH, FL 33021 v•�\GENs�9s��� 1 NOTES TM 9000 PW VINYL LMI HVHZ *• 0 61 Tt= 53"x96" �` 2 ELEVATIONS �� NOTES ��o• TAT OF 3 RATING AND ANCHOR CHARTS DRAWN: DWG N0. REV %�'cFS�[0R1�P \\ 4 8 INSTALLATION DETAILS OTASOM. , GLAZING DETAIL AND COMPONENTS scaE NTS °ATE 04/30/13 08-01883sET0F 8 B 5 REVISIONS 53" MAX FRAME WIDTH 53" MAX FRAME WIDTH REV DESCRIPTION DATE APPROVED 6" MAX 15„ 6" MAX 15„ A ADDED NOTES AT GLAZING DETAILS 07/15/13 R.L. MAX I{� A 6" MAX MAX A 6" MAX REVISED INSTALLATION 02/23/15 R.L. O.0 4 O.C. 4 I B DETAILS DIMENSIONS 96"MAX FRAME WIDTH 6" MAX 5" MAX q -T 15" MAX O.C. 4 15 15 / MAX MAX O.C. - = O.C. / 53" 4 / 96" q / MAX - -/ -- MAX 4 - - / FRAME --FRAME--- -- - __ _ _ _ __ _ _ _ _ HEIGHT _ / HEIGHT / 6" MAX iT15" MAX O.C. -I 6" MAX -I 96" MAX FRAME WIDTH SERIES"PE9303"PVC FIXED WINDOW A EXTERIOR VIEW 15" MAX O.C. 4 6" MAX FRAME AND FLANGE INSTALLATION 6" MAX SERIES"PE9303"PVC FIXED WINDOW SERIES"PE9303"PVC FIXED WINDOW / EXTERIOR VIEW EXTERIOR VIEW / FRAME AND FLANGE INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING53 " +60.01-65.OPSF LARGEAN MISSILE IMPACTMPACT / MISSILE LEVEL D,WIND ZONE 4 AND HVHZ / WITH GLAZINGS A,B&C 6" MAX REFER TO CHARTS IN SHEET 3, FOR ADDITIONAL UNITS&GLAZING D. 15" MAX O.C. 6" MAX -� SERIES"PE9303"PVC FIXED WINDOW EXTERIOR VIEW FIN INSTALLATION SIGNED:02/25/2015 TM WINDOWS L.L.C. 1543 NORTH POWERLINE RD. `����5 R•.L p�ij�� POMPANO BEACH, FL 33021 `ter•��GENs�9s,��; TM 9000 PW VINYL LMI HVHZ =? 0„6¢6 �` 53"x96" ((�� ELEVATIONSIF oo - DRAWN: DWG NO. REV 0ORM \�!Z� APPROVED CONFIGURATIONS NOTE 15 SHEET 1 V.L. E DATE 08-01883 B NTS 04/30/13 2 OF 8 REVISIONS REV DESCRIPTION DATE I APPROVED CHART#3 CHART#1 A ADDED NOTES AT GLAZING DETAILS 07/15/13 R.L. WITH GLAZINGS A,B&C WITH GLAZINGD REVISED INSTALLATION Maximum design pressure capacity chart(pso 8 DETAILS DIMENSIONS 02/23/15 R.L. Maximum design pressure capacity chart(psD Frame Frame width(!n) Frame Frame width(in) Height 30.0 36.0 42.0 48.0 54.0 60.0 Height 30.0 36.0 42.0 48.0 54.0 60.0 (in) Pos Nag Pas Nag Pas Neg Pas Neg Pos Neg Pas Nag (!n) Pas Neg Pas Neg Pas Neg Pas Neg Pas Neg Pas Neg 24.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 24.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 30.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 30.0 60.0 65.0 _60.0 65.0-60.0 60.0, 65.0- 60.0 65.0 60.0 65.0_ _60.0,65.0. 36.0 60.0 65.0 60.0--65.0--60.0 65.0 60.0 65.0 60.0 65.0 60.0 _65.0 36.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 42.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 42.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 64.4 1 48,0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 48.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 59.9 59.9 54.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 54.0 60.0 85.0 60.0 65.0- 60.0 65.0 60.0 65.0 60.0 63.0 55.5 55.5 _60.0- 60.0 65.0 60.0 65.0_ -60.0 65.0 60.0 65.0- 60.0 65.0- 60.0 65.0._ 60.0 80.0 85.0 60.0 65.0 60.0 65.0 59.9 59.9 55.5 55.5 52.0 52.066.0 60.0 65.0 60.0 65.0 60.0 1 65.0 60.0 65.0 60.0 65.0 60.0 65.0 66.0 60.0 65.0 60.0 64.3 60.0 64.4 54A 54.4 50.4 50A 46.8 46.8 72.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 72.0 60.0 65.0 58.9 58.9 59.1 59.1 50A 50.4 46.4 46A 42.6 42.6 78.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 76.0 60.0 61.8 53.2 53.2 53.8 53.8 46.4 46A 43.0 43.0 40.0 40.0 64.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 59.7 64.7 _81.0_58.6__58.6 _48.9 _48.9 .50.2 _50.2_ 42.8 42.0__40.2 40.2 _37.6 37.6 =,.__90,0 -60.0.__65.0__60.0__65.0_._60.0__65.0__60.0__65.0... .60.0_..65.0_ - 90.0 55.7 55.7 45.7 45.7 46.2 46.2 40.2 40.2 37.4 37A 96.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 96.0 53.2 53.2 42.5 42.5 42.1 42.1 37.2 37.2 102.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 102.0 51.7 51.7 40.6 40.6 36.2 36.2 34.0 34.0 108.0 60.0 65.0 60.0 65.0 60.0 65.0 108.0 50.1 50.1 39.2 39.2 33.7 33.7 114.0 60.0 65.0 60.0 65.0 60.0 65.0 114.0 49.5 49.5 37.9 37.9 31.6 31.6 120.0 60.0 65,0 60.0 65.0 60.0 65.0 120.0 49.0 49.0 36.8 36.8 30.0 30.0 - - - - - - 126.0 60.0 65.0 60.0 65.0 132.0 80.0 65.0 60.0 65.0 CHART#2 CHART#4 WITH GLAZINGS A,B&C WITH GLAZING D Number of anchors required Number ofanchorsrequired Frame Frame width(in) Frame width(In) Height 30.0 36.0 42.0 48.0 54.0 60.0 Frame 48.0 5I.0 611.0 (in) H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb Height 30.0 36.0 4Fr (in) H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb 24'0 3 2 3 2 3 2 4 2 4 2 5 2 24.0 3 2 3 2 3 2 4 2 4 2 5 2 30.0 3 3 3 3 3 3 4 3 4 3 5 3 30.0 3 3 3 3 3 3 4 3 4 3 5 3 36.0 3 3 3 3 3 3 4 3 -- 3 5 3 36.0 3 3 3 3 3 3 4 3 4 3 5 3 42.0 3 3 3 3 3 3 4 3 4 3 5 3 42.0 3 3 3 3 3 3 4 3 4 3 5 3 48'0 3 4 3 4 3 4 4 4 4 4 5 4 54.0 3 4 3 4 3 4 4 4 4 4 5 4 48.0 3 4 3 4 3 4 4 4 4 4 5 4 60.0 3 5 3 5 3 5 4 5 4 5 5 5 54.0 3 4 3 4 3 4 4 4 4 4 5 4 66.0 3 1 5 35 3 5 4 5 4 5 5 5 60.0 3 5 3 5 3 5 4 5 4 5 5 5 72,0 3 5 3 5 3 5 4 5 4 5 5 5 66.0 3 5 3 5 3 5 4 5 4 5 5 5 78.0 3 6 3 6 3 6 4 6 4 8 5 6 72.0 3 5 3 5 3 5 4 5 4 5 5 5 84,0 3 6 3 6 3 6 4 6 4 6 5 6 78.0 3 6 3 6 3 6 4 6 4 6 5 6 90.0 3 7 3 7 3 7 4 7 4 7 84.0 3 6 3 6 3 6 4 6 4 6 5 6 06.0 3 7 3 7 3 7 4 7 90.0 3 7 3 7 3 7 4 7 4 7 102.0 3 7 3 7 3 7 4 7 86.0 3 7 3 7 3 7 4 7 188.0 3 8 3 8 3 B 102.0 3 7 3 7 3 7 4 7 114.0 3 8 3 B 3 8 108.0 1 3 8 3 6 1 3 18 120.0 3 9 3 9 3 9 114.0 3 8 3 6 3 8 126.0 3 9 3 9 - - - 120.0 3 9 3 1 9 1 3 1 9 132.8 1 3 1 9 3 9 SIGNED:02/25/2015 WINDOWS L.L.C. M NORTH OWERLINE RD. `\`\J\c?�R 15 3 (1.04' POMPANO BEACH, FL 33021 `�v•��GENS�'9d) TM 9000 PW VINYL LMI HVHZ =*• 0,;6!261 1F= 53"xO ELEVATIONS ��0• TAT OF DRAWN: DWG NO. REV 5-, 0SZOO)"' [SCALE NTS DATE 04/30/13 08-SO ET33OF 8 B ��4Sj�NAL1E�\��� ITEMNO.: PARTNUMBER DESCRIPTION MANUFACTURER MATERIAL REVISIONS 1 SH9301 FRAME VEKA INC. PVC REV DESCRIPTION DATE APPROVED 2 BV137 1"GLAZING BEAD VEKA INC. PVC A ADDED NOTES AT GLAZING DETAILS 07/15/13 R.L. 3 AF65 FLANGE VEKA INC. PVC 4 UV08 PLUG VEKA INC. PVC B REVISED INSTALLATION 02/23/15 R.L. DETAILS DIMENSIONS 3 15/16" 1" 1" -� OO�a 3/16 HS 3/16" HS � 2" 0.090" PVB BY DUPONT 0.090" SAFLEX BY EASTMAN 1/4" HS 3/16" HS 1/4" TEMP 3/16" HS -o -:_ o -`- :_- -_ _- - - --_ _ -.O - `-EXTERIOR,,- . - - - -- -INTERIOR - -.EXTERIOR- - - - INTERIOR - - - oOC� O FRAME(SH930i) GE 1200/GE RGS7700 GE 1200/GE RGS7700 STEEL SILICONE STEEL SILICONE RIGID PVC.078"THICK SPACER � SYSTEM C� o ACER SYSTEM -- — -- a. .-- --_ - -1- ----_-- --- --- -SETTING -BLOGK- - - BITE- --- -SETTING-BLOGK __ _ _BITE- 2 7/16„ Ori 4 GLAZING DETAIL A GLAZING DETAIL C 7/8" FOR LMI PROTECTION FOR LMI&SMI PROTECTION 0 T- 1 GLAZING BEAD(BV137) RIGID PVC.059"THICK EXTERIOR INTERIOR 1" 1„ 7/8" 3/16" HS 1/8" ANN 0.090" SGP BY DUPONT 0.090" SAFLEX BY EASTMAN 1 1/4" TEMP 3/16" HS INTERIOR 1/8" ANN 1/e" ANN INTERIOR T— EXTERIOR EXTERIOR GE 1200/GE RGS7700 GE 1200/GE RG57700 STEEL SILICONE STEEL SILICONE O3 FLANGE(AF65) SPACER SPACER 4 VINYL PVC.069"THICK SYSTEM SYSTEM 5 SETTING BLOCK 5/8" BITE 2 SETTING BLOCK /8" BITE 1 GLAZING DETAIL B GLAZING DETAIL'D 1 3/16" FOR LMI&SMI PROTECTION FOR LMI PROTECTION OOC� 5 16 o T— SIGNED:0212512015 4 PLUG(UV08) 1543MNORNDOOWERLINE RD. \��\\S It 'L0�J'��i CROSS SECTION O VINYL PVC.078"THICK \ R 'L i 4 POMPANO BEACH, FL 33021 •*\GENSI9,p TM 9000 PW VINYL LMI HVHZ _*• O;.Sl951 *` 53"x96" — •• ` CROSS SECTION, B.O.M. AND COMPONENTS STATE OF DRAWN: REV i�'c••'c[0 RI'DV- � V.L. OS-01883 e ��ss/ONAI�aG` SCALE NTS DATE 04/30/13 ISHEET4 OF 8 '1//1I111110 REVISIONS 1" MIN. REV DESCRIPTION DATE APPROVED 5/8" MIN. EDGE DISTANCE WOOD FRAMING / A ADDED NOTES AT'GLAZING DETAILS 07/15/13 R.L. OR 2X BUCK EDGE DISTANCE BY OTHERS B REVISED INSTALLATION 02/23/15 R.L. 1/4" MAX. DETAILS DIMENSIONS METAL 1 5/8" MIN. STRUCTURE SHIM SPACE APPROVED EMBEDMENT BY OTHERS � ❑ URETHANE APPROVED SEALANT O ❑ �❑ URETHANE o SEALANT (� #14 ORo D SHIM SPACE SELF SMSDRILLING - - SCREW _ #14 WOOD SCREW EXTERIOR INTERIOR EXTERIOR INTERIOR a #14 SMS OR SELF DRILLING NOW #14 WOOD SCREW O SCREW APPROVED a� � URETHANE 1/4" MAX. APPROVED 1 4" MAX. SEALANT O O ❑ � SHIM SPACE SEALANT URETHANE r SHIM SPACE METAL O ❑ ❑ 1 STRUCTURE WOOD FRAMING ` BY OTHERS OR 2X BUCK 1 5/8" MIN. BY OTHERS EMBEDMENT 1" MIN. SIGNED:02/25/2015 EDGE DISTANCE VERTICAL CROSS SECTION TM WINDOWS L.L.C. t1P,ll�1/0i/��� EDGEB" MIN. METAL DI DISTANCE HEAD AND SLLSHOWN JAMB SIMILAR UCTURE INSTALLATION iPOMPANO 543 TBEA�H,EFLI NE 0 33021 .;�" ��CENS'�9c1+� VERTICAL CROSS SECTION TM 9000 PW VINYL LMI HVHZ _Vit• 0,,S1251 yt= WOOD FRAMING OR 2X BUCK INSTALLATION 53"x96" HEAD AND SILL SHOWN JAMBS SIMILAR NOTES: FRAME INSTALLATION DETAILS ��D• STAT OF 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 4Z7 NOT SHOWN FOR CLARITY. N. owc No. 2.PERIMETER AND JOINT EALANT BY OTHERS TOBE V.L. is OS-01$83 R /''� B ��sC0R10�G`�\ DESIGNED IN ACCORDANCE WITH ASTM E2112 SCALE NTS DATE '04/30/13 SHEETS OF $ ///i/�NA110����� 41 2 1/2" MIN. REVISIONS - EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY A ADDED NOTES AT GLAZING DETAILS 07/15/13 R'.L. BY OTHERS °p n ° B REVISED INSTALLATION 02/23/15 R.L. n° ° DETAILS DIMENSIONS 1 1/4" MIN. OPTIONAL 1X BUCK ° ° ' G EMBEDMENT TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 O O O APPROVED 1/4" MAX. URETHANE SEALANT SHIM-SPACE I. o 1/4" TAPCON I EXTERIOR INTERIOR 1/4" APPROVED O TAPCON URETHANE SEALANT G OPTIONAL 1X BUCK 1 4" MAX. TO BE PROPERLY SHIM SPACE SECURED 0 0 SEE NOTE 3 SHEET 1 CONCRETE/MASONRY ° a ° SIGNED:02/25/2015 BY OTHERS ° ° e d, 1 1/4" MIN. EMBEDMENT TM WINDOWS L.L.C. R.���III►Ilrr/���� ° G e ° 1543 NORTH POWERLINE RD. ��\\\J\S•SEN�?f,9�i�� G ° ° POMPANO BEACH, FL 33021 `v;•�\• SF•cP TM 9000 PW VINYL LMI HVHZ =*• 0 61 *= 2 1/2" MIN. 53"x ATI AV; EDGE DISTANCE '9 NOTES: FRAME INSTALLATION DETAILS TAT OF VERTICAL CROSS SECTION 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, r0 CONCRETE/MASONRYINSTALLATION NOT SHOWN FOR CLARITY. DRAWN: Dwc No. REV ��s;°[pR10Q;G � HEAD AND SILL SHOWN JAMBS SIMILAR 2.PERIMETER AND JOINT DESIGNED INACCORDANCEWITHASTME2NT BY EZSTOBE SCALE DATE 08-01883SB �� /ONA�IE��\\x NTS 04/30/13 6 OF 8 5/8" MIN. REVISIONS EDGE DISTANCE 1" MIN. REV DESCRIPTION DATE APPROVED WOOD FRAMING METAL EDGE DISTANCE A ADDED NOTES AT GLAZING DETAILS 07/15/13 R.L. OR 2X BUCK STRUCTURE REVISED INSTALLATION EMBEDMENT BY OTHERS 1 5/8" MIN. BY OTHERS B DETAILS DIMENSIONS 02/23/15 R.L. 0 0 APPROVED 0 0 o APPROVED URETHANE 1 MAX. USEALANT 1/4" MAX. SEALANT SHIMM SPACE d � SHIM SPACE o 0 #14 WOOD - #14 SMS OR - SCREW SELF DRILLING SCREW INTERIOR EXTERIOR EXTERIOR INTERIOR #14 WOOD SCREW #14 SMS OR SELF O a DRILLING SCREW APPROVED OAPPROVED URETHANE 1/4" MAX. URETHANE 0 1/4" SEALANT SHIM SPACE SEALANT MAX. O O O O O O SHIM WOOD FRAMING � METAL 0 SPACE OR 2X BUCK 1 5/8" MIN STRUCTURE BY OTHERS EMBEDMENT BY OTHERS 1" MIN. SIGNED:02/25/2015 5/8" MIN. EDGE DISTANCE VERTICAL CROSS SECTION DISTANCE ME�ALICAL STRUC UROSS EINSTALLATSECTION ION 15 3M NORTH WINDOWS OWERLINE RD. `\\�J\S 1R!,Ld��i�//i POMPANOBEACH, FL 33021 �,,•�\6ENSF+qs�� WOOD FRAMING OR 2X BUCK INSTALLATION _ TM 9000 PW VINYL LMI HVHZ `*• 0,.551 53"x95" -o NOTES: FLANGE INSTALLATION DETAILS ��0, TATE OF EV 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, i 0• 44 2.PERIMETER AND JOINNOT SHOWN FOR CLART SEALANT BY OTHERS TO BE V.L.DRAWN. Dwc No. 08-01883 Qz RB '' Sj(ORM 1\ DESIGNED IN ACCORDANCE WITH ASTM E2112 scALE NTS I DATE 04/30/13 ISHEET7 OF 8 ///ZIOIAI111��\\ 2 1/2" MIN. APPROVED SEALANT 1 3/8" MIN. REVISIONS BEHIND FIN EDGE DISTANCE EMBEDMENT REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY ° #10 WOOD SCREW WOOD A ADDED NOTES AT'GLAZING DETAILS 07/15/13 R.L. BY OTHERS °° a ° 7 16 MIN FRAMING / BY OTHERS B REVISED INSTALLATION 02/23/15 R.L. � " � , F EDGE DISTANCE DETAILS DIMENSIONS 1 1/4" MIN. OPTIONAL 1X BUCK • ° °C' ` EMBEDMENT TO BE PROPERLY SECURED ° ° —� o00 1/4" MAX. SEE NOTE 3 APPROVED SHIM SPACE -_SHEET 1 URETHANE O ❑ ❑ SEALANT APPROVED 1/4" MAX. URETHANE SHIM SPACE 1/4" TAPCON EXTERIOR INTERIOR EXTERIOR INTERIOR APPROVED URETHANE SEALANT 0 APPROVED 1/4" l� #10" WOOD URETHANE O TAPCON �� SCREW 1/4" MAX SEALANT O , Q ol nl�r SHIM SPACE J r OPTIONAL BUCK Q TO BE PROPERLY S1/4" MAX. SPACEOPERLY p ❑ ❑ 7/16" MIN SECURED EDGE DISTANCE WOOD SEE NOTE 3 —T SHEET 1 APPROVED FRAMING SEALANT CONCRETE/MASONRY ° ' e BY OTHERS SIGNED:02/25/2015 BY OTHERS • <°. a 1 1/4" MIN.BEHIND FIN t 3/8" MIN. 11111�III/ EMBEDMENT TM WINDOWS L.L.C. °° ° EMBEDMENT 1543 NORTH POWERLINE RD. `� �5 R• �0�///�/ e ° °d ° POMPANO BEACH, FL 33021 `w•��GEArq VERTICAL CROSS SECTION 2 1/2" MIN. WOOD FRAMING OR 2X BUCK INSTALLA TION TM 9000 PW VINYL LMI HVHZ _*41-TAYraF Oy�251 *C 53"xSTA �EDGE DISTANCE NOTES: FLANGE AND FIN INSTALLATION DETAILS ¢� VERTICAL CROSS SECTION 1.INTERIORAND EXTERIOR FINISHES,BYOTHERS, Off.• lti` RA HEAD AND SNOT SHOWN FOR CLARITY. CONCRET�SHOWN JAMBS SIMILAR 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE LDRAWN: DwO ND. 08-01883 RB ` �DESIGNED IN ACCORDANCE WITH ASTME2112 TS DATE 04/30/13 SHEETS OF]